Loading...
CC - Pre-Plat SHEET INDEX PRELIMINARY PLAT FOR LEGEND = PP1.0 PRELIMINARY PLAT z LOT SUMMARY PP1.1 LOT DIMENSIONS EDINGTON PLACE SUBDIVISION[If SUBDIVISION BOUNDARY u' 16970 PP2.0 CONCEPTUAL ENGINEERING PLAN _ _ PP2.1 PRELIMINARY SEWER PROFlLES LOCATED IN THE SW 1/4 OF THE SW 1 /4 OF SECTION 36 NUMBER AREA (AC) 1-8-20 0 30 60 120 180 PUBLIC RIGHT-OF-WAY o Sp, �CN o� OOs� FOF�� TOWNSHIP 4 NORTH, RANGE 1 WEST, B.M. — ROAD CENTERLINE SINGLE FAMILY RESIDENTIAL 92 7.92 /� M\ooL O �� SCALE: 1" = 60' ADA COUNTY, IDAHO PROPOSED LOT LINE C� E M. 2019 LANDSCAPE COMMON LOTS 11 2.69 ( 1111 DEVELOPER PROPOSED ZERO LOT LINE o COMMON DRIVES 4 0.30 J PROPOSED PHASE BOUNDARY o J EDINGTON LLC Y 4824 W. FAIRVIEW AVE. BOISE, ID 83706 1 LOT NUMBER PUBLIC RIGHT-OF-WAY N/A 2.56 V [if (208) 336-5355 Z i TOTAL 107 13.47 J L w � o N W U J CIVIL ENGINEER � W USTICK RD .L � CORINNE GRAHAM, PE (t N rl U CIVIL SITE WORKS LLC SITE DATA ° o � LL- 804 W. RICHMOND STREET — — — — _ _ _ L U Z CO M O BOISE, ID 83706 21 — — — — — O ® O 0 co:l�O z (208) 946-3874 SITE AREA = t 13.47 ACRES 0 ® � � Q) � O °cn 20 BLOCK 1 1 4 CURRENT LAND USE ZONE: RUT Ln U 00 o o e � o @) w SURVEYOR / 23 24 25 26 27 28 29 30 31 22 21 20 19 18 17 I PROPOSED LAND USE ZONE: R-15 m E �- / 22 CARL PORTER, PLS 16 13 ® VICINITY MAP o L W SAWTOOTH LAND SURVEYING LLC I R-15 ZONE SETBACKS SCALE: 1"=1000' u 2030 S. WASHINGTON AVE. 1 9 BLOCK 5 15 EMMETT, ID 83617 FRONT SETBACK 20 FEET 3: (208) 398-8104 U) 12 SIDE SETBACK 3 FEET/0 FEET ' w / 18 NW 14TH AVENUE[if I REAR SETBACK 12 FEET _ _ _ _ w / 17 1 11 I LANDSCAPE BUFFER (LINDER ROAD) 25 FEET LU 2 9 \ 10 AREA CALCULATIONS (R-15 ZONE) a 16 ?\A MINIMUM LOT SIZE 3,200 SF / 1 8 10 8 10 9 I AVERAGE LOT SIZE 3,740 SF z w / 15 1 z BLOCK 3 BLOCK 4 RESIDENTIAL DENSITY 6.83 DU/AC o 7 11 1 8 ELIGIBLE OPEN SPACE 2.02 AC (15.0%) g V) 14 ~ 1 w CL 0 1 6 1 2 6 12 7 NOTES o U 13 1 N 1 w / N 1. LOTS 1, 2, 6, 21, 22 AND 31 BLOCK 1, LOTS 1 AND 7 BLOCK 2, LOTS 1 t w '^ 0 I AND 9 BLOCK 3, LOTS 1 AND 9 BLOCK 4, AND LOTS 1, 15, AND 22 BLOCK u ro 1 2 _ Lu z 6 5 ARE COMMON LOTS TO BE OWNED AND MAINTAINED BY THE EDINGTON w U) NPS� VO 5 1 3 Q 5 13 3 I PLACE SUBDIVISION HOMEOWNERS ASSOCIATION. N Q O O O BLOCK 5 z = 11 � 1 O u 5 J / � 4 14 I 4 14 U i�: R/W R/W o / 10 4 I � O / BLOCK 2 1 I 41.00' PUBLIC RIGHT-OF-WAY BLOCK 1 3 BLOCK 3 15 3 BLOCK 4 15 a 9 3 5' 13.50' 13.50' 5' > 0 1 P5�2 I SIDEWALK 0.5' 0.5' SIDEWALK :2 2 2 16 1 2 16 QN I 7.00' PARKING LANE 9.50' THRU LANE 9.50' THRU LANE I DESIGNED: C. GRAHAM 0 8 � 2 I 1 I I DRAWN: C. GRAHAM w 77 V) 7 3 1 1 CHECKED: C. GRAHAM W a a a a a a a a , APPROVED: C. GRAHAM 6 NW 1 5TH AVENUE — — — — \/\\/\\\\\\/\\\\\\ \\�\\ \\� D 1 4 /\ /� \ r\ /, 3" ROLLED PREPARED FOR: 0 7 QNPSE 1 I GCURB UTTER D P EDINGTON LLC 4824 W. FAIRVIEW AVE. w o BLOCK 2 27' TYPICAL LOCAL STREET SECTION 2 BOISE, ID 83706 w 5 >- g SCALE: NOT TO SCALE PP1 .0 Q I 5 4 3 09 10 11 12 13 14 15 16 17 18 19 20 21 22 z 1 J 6 BLOCK 2 Y I R/W I R/W 2 42.00'-47.00' PUBLIC RIGHT-OF-WAY 13' ACHD SIDEWALK z w — — — EASEMENT SEE PLAN V) o 1 — — — — 5' 16.50' 16.50' 0-8' PLANTER 5' O SIDEWALK 0.5' 0.5' SEE PLAN SIDEWALK N LINDER ROAD I 7.00' 9.00, 9.00, 7.00' I z PARKING LANE THRU LANE THRU LANE PARKING LANE ' w a a a a a a a a LJJ o � J a a a a a a a a � (n W W 0 CURB AND 3 ROLLED GUTTER TYP. Q z U o It R 33 TYPICAL LOCAL STREET SECTION 3 Q z z SCALE: NOT TO SCALE PP1 .0 ce 13.00' ACHD 56.00' PUBLIC RIGHT-OF-WAY 13.00' ACHD W SIDEWALK EASEMENT SIDEWALK EASEMENT z w Z 5' SIDEWALK 8' PLANTER 21.00' THRU LANE 10I00' 21.00' THRU LANE 8' PLANTER 5' SIDEWALK R/W R/W O � J � �j 13' ACHD SIDEWALK 31.00' PUBLIC RIGHT-OF-WAY 13' ACHD SIDEWALK z EASEMENT SEE PLAN EASEMENT SEE PLAN ( � 6" VERTICAL CURB 6" VERTICAL CURB v _o oI (NO GUTTER) AND GUTTER, TYP. I I SIDEWALK 8 PLANTER p 5 13.50' I 13.50' p 5' 8' PLANTER SID WALK I Z Cfl 3� I I I I 9.50' THRU LANE 9.50' THRU LANE 7.00' PARKING LANE I I Q rn Li w J a a a a a 1 a a a a a I I CSW a a a a a a a , • , /X\/\/x � /, PROJECT\//\ �\/\\\/\\\\\ \\ D RA W I N 6 O DATE O l/08/20�9 c� 3" ROLLED CURB AND o STREET SECTION AT ENTRANCE SCALE: NOT TO SCALE 1 27' TYPICAL LOCAL STREET SECTION - WINDSWEPT DR. 4 GUTTER TYP. ou PP1 .0 Ppi o SCALE: NOT TO SCALE PP1 .0 � o ����\GoEN wa S�� m 16970 s 1-8-20 v 2 C��,gTF OF\OP�P.ZP� N^/E M.GFL 88.44' S00017'40"W 863.19' 77.79 n 1521 SF 0 25.00' 36.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 35.00' 12.78' I 23.00' 35.00' 32.00' 32.00' 32.00' 32.00' 36.00' 25.00' 108.18' J 0 20 40 80 120 �' 21 COMMON (6 J ^ Fn / 41.00' Y� � 25.00' SHARED � 1 , � / / / 0 DRIVE ESMT BLOCK 1 RAW 25.00' SHARED 14 Y O SCALE: 1" = 40' 6) 20 0 I _ DRIVE ESMT 4814 SF �t / J_ 3525 SF 0 o c0 c0 O ro M r7 � I W O U' 23 0 24 0 25 0 26 0 27 0 28 0 29 0 30 31 22 21 0 20 0 19 0 18 0 17 107.41' >� w J / / 107.01' 2 2 0 0 3220 SI o 3219 Sf o 3218 Sf 3217 SF o 3217 SF 3216 Sf o 3516 SF 1200 SF N 2225 SF 3513 SF 3211 SF o 3210 SF 3209 SI o - c 3641 SF rn 3223 SI 016 0 L > 0 2781 SF COMMON COMMON d c� ry COMMON N 00 4000 SF N M 3428 SF M 19 1..1 Lo z 15 0 � � M Z / 0)0 5211 SF I BLOCK 5 18 70' 3463 SF 106.86' rn COMMON w 3 o cn 4 / ^� 1 0 27.71' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 34.78' o� �� 35.00' 32.00' 32.00' 32.00' 13.50' 0 1 2 o I a O " o g 0.00. / / 232 ��' `��. r7 3411 SF pCN o w CrtEMq e4SFM 8' 1812 9.28 4269, m w ,N FNT 18 �TE�C/ I 10.00' fu °�3705 SF 10.31' 0 106.310 44.00' o � 244.00 191.00' vw a cy 11 4� - - - O p 1 1 1.3> // �'� °C, NW 14TH AVENUE A �o M 3393 SF17 j 3553 SF 7.15' 7.50' �� 174.00' `c?i 6 � 160.50' 7 105.76' LLJ� / / ni 1 / co �� - � `�� - - - - - - - - - - - - - - - - - - - - �0' `Iv - _ 12.74' - - - - - - - - - - - - - - -9- - - - - - - - - - -3- o 5.34' N 3607 SF r) x 100' `� / 5.34' a 4433 SF 5.34' 4296 SF 10 p w �V/ / cy 28.27' I = COMMON COMMON 18.19' N / / 16 / I 100.00' a 100.00' I 100.00' 98.71' o / 0 3552 SF / I 0 � 0 8.30' w _ o / o / / I o $ 0w p 10 0 0 8 0 111.22' I a �� �� 111.00, / lc) / I r`%i 3500 SF ►�i M ui `� 34970 SF 00 0 9 0 I o 3500 SF 3500 SF M z ph / / 1 5 // I N `V I 3550 SF M w N 0 3552 SF / / I 100.00' 100.00' 100.00' 100.00' N / o I H 0 0 o I 0 BLOCK 4 0 0 110.66' o ov ^ l l 111.00 / '� / I N 32 0 SF M 11 7 04 11 o o N � U1 / l N 3200 SF M I M 3200 SF "� 3200 SF N 8 N o 1 4 / / I w 41.00' po 3532 SF � 1 0 3552 SF / 1 I = 100.00' 100.00' 100.00' 100.00' o o / / 38064 SF N 11 // o �� ;� / QNPSE I BLOCK 3 RAW 110.11' o COMMON '� 1.00, ,��i 47 '"� / I O o 0 o I 0 0 o I ~ z ^ o` o o c/n o o a rn / 1 3 4100 SF 4100 SF 4100 SF ,�, 3515 SF ,� u 0 / �, 6 12 6 1 2 p 7 p w / I 4100 SF N N 3552 SF / / / I `, 2 _ N 1,3 0 / o / 48928 SF I "' Q``PS ° w / / 0' N rn N 109.56' < z 1) 111 00• Sw�k �,4 y0 lc)v / / COMMON I N N 100.00' 100.00' 100.00' 100.00' Ln 0 o 100 z Q N MT 31 / 0 0 0 ~ o o 0 6 0 w 12 00' / I o 5 0 1 3 o v' O 5 p 1 3 0o I U to 3497 SF / 0 3552 SF / R/ I co 0o co w od00 � o o I 3800 SF 3800 SF z � 3800 SF M 3800 SF 1co O N l 0 1300' 13.00' ACHD I 42.00 a I �, 109.02' 3 zo M 11i 00' / ,`v / / SW(k �S�O SWLK ESMT i RAW 100.00' 100.00' O 100.00' 100.00' 0 5 BLOCK 5 0 00 o / ui M 3480 SF �p z U 0 3567 SF 1.63' / I o 0 14 0 0 0 14 0 N I > o ACV 17 LL- / / I 3800 SF 3800 SF °�° 3800 SF po 3800 SF °�° 00 2'48' / I 108.47' I ao 0 4 0 z DESIGNED: C. GRAHAM O / / / 0 36670 SF / I 100.00' 100.00' -L 100.00' 100.00' I M 3462 SF rri DRAWN: C. GRAHAM N / / Mry 11 BLOCK 2 I 0 0 0 0 0 0 41.00' O / > p 3 O 15 0 0 3 0 15 o CHECKED: C. GRAHAM w BLOCK 1 2s' I ,m oo ,� 000 3800 SF � 3800 SF 00 00 � BLOCK 4 ro RAW 107.92' 9 MPIS I 3800 SF M 3800 SF 0 0I APPROVED: C. GRAHAM o 0 3876 SF I o I 95.00' I BLOCK 3 I M 3445 SF o ' '100.00 100.00 I I 100.00' 100.00' 1?S S9 i I I o to 2 0 5.00' 0 16 0 0 = 0 0 S�2 107.37' PREPARED FOR: g i � 3800 SF M n 3997 SF 0 4000 SF 0 00 4000 SF 0 16 N 4000 SF 0 QNP o o EDINGTON LLC w 4033 SF I 6.50' g 30' 0 w 2 � 4824 W. FAIRVIEW AVE. � rn I 98.71' 100.00' 100.00' o Y 100.00' I ro 306777F �' BOISE, ID 83706 z l �~ 104.8>' 11.14' 1 95.00' 18.19' � 3 Q I / `� a V 30.09' I 0 5.34' 5.34' N - - - - - - - - - - 5.34' co to 7 I I 3 0 03 4296 SF �� r'� 4433 SF �� r'�' 1 1919 SF a;1 w r7 00 COMMON .� J / o 5627 SF I 0 o I 3610 SF ������So• wry. o- COMMON 1�v a'. COMMON L6 o I 0 0 � 160.50' 174.00' 93.44' N N w I 6' S Y > Q A• 194.00' 244.00' O O� i ^ 150.52' 7.29' i 95.00' ,9• - - - - - - 0 - - - - 123.62' - 7 � (O v� 6 3798 SF 19.77' 0 0 NW 1 5TH AVENUE I L N I N COMMON / I N I 4 O O 0 CD V) N w -' 4370 SF 4646' I - J W I 42.44' 38.00' 40.00' 30.30' N �'rn. 31.50' 38.00' 38.00' 38.00' 38.00' 38.00' 40.00' 20.00' 40.00' 38.00' 38.00' 38.00' 38.00' 38.00' 49.72' z U N I 15.18' 0)§ I 1I 7 6.51' / Q O 95.00' 0 SF S�1 BLOCK 2 o 338 COMMON QNP 0 o V) a00o I 0 I I �' I 5 _ - - I CD Ld (n I 0 0 o I I 3610 SF M N 8 a, o 0 0 0 0 0 o 0 0 0 0 0 0 o w z O 5 I I 4478 SF N o 0 0 0 0 0 0 0 0 0 0 00 2 0 00 21 0 0 0 otf4802 SF O 38 0 SF 3968 SF 0 9 0 10 0 1 1 0 12 0 13 I CC o o I 0 4 oo I 00 95.00' 3801 SF o 3800 SF 3800 SF 3800 SF 3800 SF 3800 SF 4000 SF o 4000 SF o 3800 SF o 3800 SF 3800 SF 3800 SF 3800 SF 4886 SF G - w °° 106 N 6 = 0) 0 25.00' SHARED ~ I II II r W Z 30.00' EASEMENT DRIVE ESMT 6 O LU COLEMAN LATERAL 56.00 v RW 4243 SF BLOCK 2zg 49.14' 38.00' 32.00' I I 87.00 42.00' 38.00' 38.00' 38.00' 38.00' 38.00' 38.00 ' 40.00 40.00' 38.00' 1 38.00' 38.00' 38.00' 38.00' 48.00'Of W 0 6180 SF I 0 r z 6 _0 2 COMMON o N N- I - 1- - - � ----- - - - ----- -3- - - ----- - - - --- -- - - - - - - - - - - --- --- - - - ----- --- --- - - - ----- - - Lr) z .30.00-- - - - _147.03 - - - - - - - - - - - - - - `V748.13 ui N00'14'51"E 989.22' J J - - - - - - - - - - - - � Z a J o J ACHD SLOPE z� a EASEMENT V o Y g = N LINDER ROAD z O o m 0 Q0 L Q m w - - - - - N - - - - - - - - - - Lu J_ U O N O N CSW PROJECT NO. 18049 DRAWING DATE 01/08/2019 ou ppi . 1 LLI z PATHWAY � - - - - � / - - - - - -1 p �91T-8-20 J / CONNECTION \ 16970 2571v OF\OP �SSMH C-2 ZI I / $ — — — — - 0 20 40 80 120 o BLOCK 1 27.00'/ /// // / N 20.00' SHARED/ 20 20.00' SHARED B-B 14 I II II II I I \ I i II SCALE: 1" = 40' / / / // / / DRIVE If DRIVE '-'' � / //// 22 2 24 25 26 27 28 29 30 31 22 21 20 19 18 17 CHI III I I ,�^ �W � o LU u 00 16 13 LU Nwgy NSF Hq� / I ll�l 19 I I I /LL. cn o BLOCK 5 L3Lo 12a� oMo � Q)2: � Z 12 I IIII I v LU U a) / l�I 1� /// /� 18 �° , d d I I c) o 8"W 8"W ° N LLJ o- I 70 , - oo�l / / I — — — — — NW 14TH AVE — 0 0° I I I � z I /l�gTj�W'l l l lllAl / r ``� m <8"SS <SEWER LINE 'A' 0° SSMH A-7 1 1 III I I 0) w I ////� qY, �l / SSMH A-4 N SSMH A-5 N SSMH A-6 I 17 III - - - - - - - - - - - - - - - - - -'- - - - - - - - - - - - - - - -00, SSMH A 8 I III x / ////// //� 10 // � / 7/ / 16 ' // I I MAILBOX PAD w I III 1 \ I I I W / a 1,/� ll�'ll l� z I / cp�Eo' 8 EL ry8 10 o N I� I I w 9 � 0 <0 I ' / z III I I / �y�/ /// //// / / 3 I LLJ7 BLOCK 3 1 1 / 7 BLOCK 4 Z / / l/l/ (� / l/111 lllll/ / ?700, l PP1.0 ( 1 1 N I I I o / / / //� e, / \ 1 2 8 I I r o ` ` /////// ////� ���// 14 / e / I PP1.0 �� U IM I Iaf 1\ o 12 7 �li l l ° •� / \ 1 2 I I I I \ / / / / / / �, I 6 12 2 6 I I z w � / rs \ � PP1.0 I III I \ O N 13 QHp,S I III II \ a / / /l/l �lll l c w 0, / ` I / I � - I I o z 12 / I \ w 6 I IIII I I P5� I 5 13 0D z 5 13 I � I I I 42 Q °/ PN I � III I z Ld LLI LL. O : I I 1 BLOCKI 5 V, 4 14 4 14 III lII II I ° LU LU-s 0 LL_ 0 z I 10 II / / °// I � i I 4 o = / / 25�0 / / BLOCK 2 I w I 27.00' 27.00' I I I wo DESIGNED: C. GRAHAM Ld O BLOCK 1 / / \ ° ° u I ' 3 BLOCK 3 1 5 B—B 3 BLOCK 4 1 5 B—B I DRAWN: C. GRAHAM V) O 9 O I a I a IIII + CHECKED: C. GRAHAM \ �/ I I I I N SSMH A-2 O 1 C` 3 I Yi APPROVED: C. GRAHAM C) N I s� D I / 8 I ' LU I 2 2 16 2 N 16 I IIII I ° PREPARED FOR: o I l i I SSMH C-1 SSMH A-9 2 EDINGTON LLC I / 4-1 I �/ o I SSMH B-1 MAILBOX PAD ~I III' I I \ 4824 W. FAIRVIEW AVE. Ld [if % I I w// /S I �'r ° I \ N \ - - - - - - - - - - - I ° - - - - - - - - - - - - - - --� - - - - - - 1 - - - - - -- - - - I BOISE, ID 83706 w� 7 I I w 1 3 a —°- - - - - - - - - - - ° Q I I %r�/ I / I ° I ,,�/ I < l /Illl I l- -I z I s w 8„W 8„W J \ o °�— — NW15THAVE — om _ \ I 6 to <SEWER LINE 'B' M 0° <s ss /n ri SSMH B-4 � / , III SSMH B-2 �i m SSMH B-3 — I W IIII �, 0 Z J lily 2� �� fn> O ° m w III I 1 • — I / o \ I 7 NP,SE 1 BLOCK 2 20.00'N LL. o \ I U j 1 ��' N \�\ 11 5 �If /� �� D \ \�\\ I I I 20.00' SHARED 8 4 I I DRIVE I Ld II I I /�// // , P II 52 loo' 9 1 1 1 12 1 3 14 1 5 16 17 18 19 , _2JD — 21 22 IIII ` LU p� 30.00' EASEMENT I I TEMPORARY SECONDAR CC /COL EMAN LATERAL w �/ I 'I I I B—B I \\ PEDESTRIAN PATHWAY f I L II LOT 22 NON—BUILDABI G W \\ I I I I w PP1 0 1 1 6 ,) CONNECTION N II � / I � I AC EASEMENT � �- CONNECTION IS MADE. — 00 \ I III W I I 1 , BLOCK 2 Q z W LU I I V I �— - - --— - -_ W2 — — - - - - - - _- - - - - - -_ —�— - - - - - - - - - - - , / D4 OV- LU-L- - - -- - �— — _ _ — — — — — EP 0Z ,n TQE T TB �BB B J —N LINDER ROAD UJ —W- - W- - —W- - - - - W— — — — — — — — — — — — — — — — — — — — — — — — —W— ZJ i:7 — SSMH A-1 (EX) G O Z - - - - -- - - - - - - _ 1-1 \ G G SS SS SS SS SS SS SS SS SS S SS SS SS SS OQW� P SD SD SD SD SD SD SD SDLU fY1 U 000 _Ij LU _ - - 3 UEP FP FP FP PP PP PP FP �o�co co ro O N O N CSW PROJECT NO. 18049 DRAWING DATE 01/08/2019 PP2mO m ONA L �0 20 40 80 120 �tGg �GENSF��'L F O o HORIZTONAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 5' 16970 1-8-20 U �OF OF 2580 ^ 2580 ---------------------------------------------------- ------------------- ------------------- ----------------- ---------- ------ ----- --- --------------------------------------------- -------------------- -------------------- --- ----------- Z N 00 . �-. ^ ^ (^W^5, w ^3 z ^^ Z ------------------ ------------------- �'------------------------------------------------- -------------------- -------------------- ------------------ Jv " w^ N � ��iv �"v» -_ r� ------------------------------------------------- ------------------- ----- _9 .. ---------------------------------------- -------------------- ------------------- N N N Y 6 I� N N ----------------------------------------------- J xp M .0` O) 00 NN O �M� � � � wp. . I� 00 r 00 00 00 CO 0) 00 O 00 0) t— . Co (fl (� f0 � ------------------------------------------------- ------------------- --- gyp`)- Lo - d ' N -- 00" O O 0) 00 N --------------------------------------------------- Lf) 11)O �� O OO (O (per . Inlnln Y �p ' � � 0000 L 0)00 0) � 0p 0) � N �07. (o 07 N I + ONNN 4 0 2575 QO+ � N N°r° Q) N ci piNON �I �I + 0) N � I + oNN � a°° 'nZZZ � 2575 N Z ------------------------------------------------- ------------------- -------------------- - I + co II ~ ------------------------------------------------------- ------------------- ---- Q 10 II j - a�n u0 II a(o W) z z o m II ci - - - O ................................................... J = II II Q N N z N z O N Z O = N - - p Q w �a � > � N - O =II = II II II N� � » > > �W (nH - ------------------------------------------------ ------------------- -------------------- = II II -------------------------------------------------------- ------------------- --- II Q II ------ Q m > > j----------------------------------------- ------------------- ------------------- - tnN FE Z Z Z Z ------------------------------------------------- O J (n(n0_ Z �Qm > > NF � > > NH m > > NH — ZZ Z �LD LU U In N N 0 Z Z_ (n(n 0 Z Z _ Mn ? ? (n(n o: — — — r W 0) C ko __ H - -- - - - — - - - - - _ _ _ _ ___ --- -^ — ---- -- - - - �� � O 2570 2570 m 0 U 00 O — — — — —— —— — — — — — —— — —— — - - - - ----------------------- ------------------- ------ ------ -- ------ -------- ----- - ---------------------------------------------------- ------------------- ------------------- -- - -------------- ------------------------------------------------------------ z O 0)�o z0 ------- ----------------------------------------------------------- ------------------- ------------------- ---------- - ------ ------------------------------------------------------------ ------------------- -- --------- ------------------- ----- - ---------------------------------------------------- ------------------- ------------------- -- - -------------- ----------------------------------------------------------- rn U �n V) ------- ----------------------------------------------------------- ------------------- ------------------- ---------- - ------ ------------------------------------------------------------ ------------------- ------ --------- - ----------------- - ---------------------- ----------------------------- ------------------- ------------------- -- - -------------- --------------------------- --------------------- [n U 00 N j:j� CD g O � N m a- 2565 2565 z ------ ----------------------------------------------------------- ------------------- ------------------- ---------- - ------ ------------------------------------------------------------ ------------------- ------ -------- ----------------- ---- ---------------------------------------------------- ------------------- ------------------- - -------------- -------------------- ------ L w a) OD __ ____________________________________________________________ ____________________ ____________________ _ _____________________________________________________________ ____________________ __ _____________________________________________________ _ ____________________ _ �=220' S=0.40% D=8 ------- ------------------------------------------------------------ -------------------- -------------------- ---------- - ------- ------------------------------------------------------------- -------------------- --- f- ------------------- L=243 S-0.40 0 - ---- ------------------------------------------------------------ - --- - ---- ----------------------------------- ------------------- -------- -- - --------------- --------------------- ------------ w/ 2560 L=242' S=0.40% D=8" Li 2560 V� [if " LL ________ _________________________________________ t---- VL L=279 S=0.40% D= w -------- -------------------- -- L=37 S=0.40% S=0.40% p D=8" D=8" w _ -------- -- ----------------- --------------------------------------------------------- a 2555 2555 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 cn z SEWER LINE 'A' PRELIMINARY PROFILE O U vi U) w I O z O O 1 0) w 2580 w 2580 2580 2580 a o Nz z ,� ao w w - -- z v g i, 7 � "0) n ----- -------------------- -------------------- ------------------------------------------- v - -------- e v ^^^ LU 04 CV 9 .kiwi 0) 9 00 - W 04 ---------------------------- �O. N (DD ��^ N 000 00 po NNN It CY)00N Q ------------------------------------------ 00 Lo N= =I II =0NII NN coNII flN N 00p N (ON � N0� 0r� 04 ------------------------------ OD ---------+ N + N coOO II II Lo II r O II + NNN +Qo p a2575 NNZ p NNZ p N = 2575 2575 a0Lnz U- N 2575NO r = 1-1 o n - O ------------------------------ � > z . ------ `i ------- ------ - ------- 0 vi� v � = - Nccz z nn � ma am > > > > ------------ -------- (n(n 0_ z --- nH g > - z z z Z z z (n n —_ Z O ------------- ------- -------- - O Q — — —— — — —— — — — — — — — — — —— — — —— — — —— — —— — — —— — —— — — —— — — _ z L` 2570 2570 2570 2570 w o 0 DESIGNED: C. GRAHAM O DRAWN: C. GRAHAM L N - - CHECKED: C. GRAHAM w 2565 2565 2565 2565 APPROVED: C. GRAHAM -------------------------------------------- -L=268'----S=0.60% D=8" ---------------------------- - ----- --- z ------- ---- --------- -- L-289 --- S=0.60% -- = ------------------ ------------------ -----------_---------_-- " o 1 D-8 ----- ------------------ ----------------------------------------------------- v L=131' S=0.40% D-8 PREPARED FOR: o ------------------------------ - - - EDINGTON LLC 0 Of 2560 L=30' 2560 2560 2560 4824 W. FAIRVIEW AVE. w S=0.40% ------------------- -------------------- ---------------------------------------------------------------------------------- ----- BOISE, ID 83706 ---------------------------------------- --------------- ---------- --------- ------ -------- ---------- ------------------------------------------------ --- -------- ------------------------------------------------------------ ------------- ------ ---- ------ ----- ---------------- --------------------------- ----------- ----- z Q -------------------------------------------------------- ------------------- ----- ------ -------- ----------------------------------------------- -- -------- ------------------------------------------------------------ ------------------- --- ---- --- -------------- ---------------------------------------------------- ----- --------------------------------------------------------- -------------------- ---- ----- ----- ------------ ---------------------------- -- -------- ------------------------------------------------- - ------------------- -- ---- -- ------------- --------------- ------------------ ------- ----- U 2555 2555 2555 2555 N 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 Y SEWER LINE 'A' PRELIMINARY PROFILE (CONT.) SEWER LINE 'C' PRELIMINARY PROFILE Z w O o LA z LU LL- 2580 2580 / Q LL o _ ^ z ^ ^ b v — w ^^ - --- w --------- z -------------------------------------------- N 00 (n �i -clj (n v ^v & N N 9 9 a- 00 N N O f7 � e 00 r � - p,j00 (0 ca W ^^ O _ t0 N I..L 00 N O M p� ,j� O O. O O L"� - c0 d 04 - c0 � r N a- 2575 LoOONN II o0) (o N Nr) 0) (o N m� � (I ~ 1 + r" 2575 LA I + n H o) N II o) N II _ N o m LU _ _ Q --------- II ENO w Qom II II p T + o II ~ m+ � o = II NZ O Lo 2 N Z Z O ------ ------------------------------------------------------------- - - N Z o ------ -- N Z O - �Q II ------- 2 II II W ~ Q II ------------- = II II ------ = II II ------------------------------------------ -------------------- -------------------- ------------ (n z z ---- ------------------------------ ------------------- -------------------- ------- (fin H > V) — z N� � > > N� � > > (n(n � _ - ^NN Z U O W (n(n Fr - - - Z Z z z z j I Q DC 2570 — — — —— — —— — — — — — —— — — — — — — — — — — — — —— — — —— — —— — — —— — —— — — — — — —— — 2570 W V) -------- ------------------ ------------------------------------------------------------ -------------------- -------------- ----- - --------------------------------------- ------- ------------------- ------------------- ---------------- ------------------------------------------------------------ -------------------- -------------------- ---------- -------------- z - -------- ------------------- ------------------------------------------------------------- -------------------- -------------------- -------------------- ---- ------------------------------------- -------- -------------------- -------------------- ---------------- - - ------------------------------------------------------------- -------------------- -------------------- -------- - ------------ N ------- ------------------ ------------------------------------------------------------ -------------------- ------------------- ------------------- --------------------------------------------- ------- ------------------- ------------------- ---------------- ------------------------------------------------------------ -------------------- ------------------- -------- - -------------- i O J ------------------- -------------------- - 2565 L=280' S=0.60% D=8" 2565 z J J LU -------- ------------------- ------------------------------------------------------------- -------------------- -------------------- -- -------------------- ------------------ --------------------------------------------- — — (n Y L=280' S-0.40% D=8------ --------------------------------------------- 0 w L=302 S 0.4 m 2560 L=62' 2560 w S=0.40% — ------------------------------------------------------------ D=8" - ------- ------------------- ------------------- ------------------- --------------------- -------------------------------- ----- ---------- ------------------- ------------------- ------------------------------------------------------------ ------------------- ------------------- -----------------------------v -------- ------------------- o ------ ------------------- ------------------------------------------------------------ N 0 -----N ------------------- ------------------------------------------------------------ ------------- - --- ------- -------------------- --------------------- ------------------------------ -- - -- - -- ------- ------------------------------------------------------------- -------------------- --------- - -- --------------------- CSW PROJECT NO. 18049 2555 2555 0 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 DRAWING DATE 01/08/2019 SEWER LINE 'B' PRELIMINARY PROFILE ou PP201