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CC - Revised Pre Plat Signed PRELIMINARY PLAT FOR SHEET INDEX LEGEND I 5E SFO '2� = PP1 .0 PRELIMINARY PLAT - - - - SUBDIVISION BOUNDARY N EWKI RK SUBDIVISION � z PP1 .1 LOT DIMENSIONS OVERALL PUBLIC RIGHT-OF-WAY � � 16970 PP1 .2 LOT DIMENSIONS NORTHWEST 3-29-23 LOCATED IN THE SE 1 /4 OF THE SW 1 /4 OF SECTION 10 PP2.0 CONCEPTUAL ENGINEERING PLAN - - - ROAD CENTERLINE UNION PACIFIC RR C'os'�TFOFioP�o 0 40 80 160 240 TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN PP2.1 PRELIMINARY SEWER PROFILES PROPOSED LOT LINE Ln ADA COUNTY, IDAHO ZERO SETBACK LOT LINE v SCALE: 1 80' ------------------- PROPOSED SIDEWALK EASEMENT ®� " = 2 O 2 2 PROPOSED PHASE BOUNDARY J W FRANKLIN ROAD oLOT NUMBER (n moll o U ��� w >� J 0) / s S00'35'04"W 1367.01 a z `O o LL _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — - - - - - - - - — DEVELOPER a M M _ L°J 0� M z / G20 LLC / p PO BOX 593 CO L'~u °an� rn / EAGLE, ID 83616 O � @) o (208) 336-5355 m U z INTERSTATE 84 w de / CIVIL ENGINEER w iN, a / / aleCORINNE GRAHAM, PE w CIVIL SITE WORKS LLC w I PO BOX 6059 ♦ BOISE, ID 83707 0 o I BLOCK 1 // // �� \ / (208) 946-3874 ® VICINITY MAP W z / / SCALE: 1"=1500' o 31 i' / /' / 1 / �� lb SURVEYOR LOT SUMMARY ° PNp.SE 2 /,�/ / ,i'/ FRITZ BROWNELL, PLS ~ cn C-- Py �i/ /� SAWTOOTH LAND SURVEYING NUMBER AREA (AC) 2030 S. WASHINGTON AVE. o- ,� �C/ i / EMMETT, ID 83617 SINGLE FAMILY RESIDENTIAL 62 3.97 O / �P BLOCK 5 (208) 398-8104 o c� z /,� MULTI-FAMILY RESIDENTIAL 1 10.44 Ld I ,� / �� COMMON LANDSCAPE LOTS 5 3.23 o P N Of /, , i' /X ALLEY/COMMON DRIVES 2 0.18 0 ♦ QJ PUBLIC RIGHT-OF-WAY N/A 2.62 Q Lf) i z �� TOTAL 70 ±20.44 w J de�� L� o i� / ' 04, z i i o ° ^ -------------------------------- / i / o Q ° I �� / z SITE DATA W N ZIMMERMAN AVE r - �� / / - - - - - - _ _ Q � - - - g LL W 30 _ - _ __ _ -_-_ ✓' �' / I ADA COUNTY PARCEL #S 1210346801 - - - / NOT A PART z DESIGNED: C. GRAHAM o z d' I 29 I / 1/ -\i I 1' \��\ \ \ / /'' z SITE AREA = ±20.44 ACRES - - - _ _ _ DRAWN: C. GRAHAM w 0 F4 I I11 12 13 14 15 16 17 18 191 1 �� / - - - LL- - - CURRENT LAND USE ZONE: RUT cn = 00 28 1 1 1 I �� // CHECKED: C. GRAHAM w / PROPOSED LAND USE ZONE: TN-R (TRADITIONAL NEIGHBORHOOD RESIDENTIAL) APPROVED: C. GRAHAM 2 N 27 1 1 LAPSE 1 BLOCK 3 I i \ / i' / N39'15'33"W O P 10 PRIVATE ALLEY I O 1 8 // // 78.06 v I 26 a 1 / / TN-R ZONE SETBACKS PREPARED FOR: o BLOCK 1 I I I BLOCK 3 BLOCK 2 1 / FRONT SETBACK 8 FEET (ALLEY) G 2 0 LLC � 25 1 I I POP,S 20 FEET (GARAGE) PO BOX 593 �9 8 7 6 5 4 3 2 1 1 // 8 FEET (LIVING) 24 EAGLE, I D 83616 z 1 ` o /' ^h STREET SIDE SETBACK 5 FEET Q 1 �- - ---- - -- - - --� / / ��' / / / h• 23 I / / / �Q / �ry SIDE SETBACK 3/0 FEET 22 1 N LEVENBURG AVE ��' / �� j a� �� REAR SETBACK 5 FEET (ALLEY ACCESSED LOTS) 1 w - -- -- -- - -- -- -/ // / // / � 12 FEET (STREET ACCESSED LOTS) I _ 21 LANDSCAPE BUFFER (SAN MARCO WAY) 20 FEET (COLLECTOR) 1 0 1 / /4? w 20 I m 10 11 12 13 14 15 16 17 / / R/W R/W N I / / / I SINGLE FAMILY RESIDENTIAL AREA CALCULATIONS I 1 9 1 1 / / I 13' ACHD SIDEWALK I 40.00' PUBLIC RIGHT-OF-WAY I 13' ACHD SIDEWALK I I 1 1 // // / EASEMENT �1� ��� EASEMENT MINIMUM LOT SIZE 2,090 SF z U 9 / I 5' 8' 18.00' 18.00' 8' 5' L- 18 I I Np,SE / / // I SIDEWALK PLANTER I I PLANTER SIDEWALK I AVERAGE LOT SIZE 2,790 SF O p 1 1 BLOCK 2 P / 6" VERTICAL CURB 17 1 / / AND GUTTER, TYP. I RESIDENTIAL DENSITY (GROSS) 5.65 DU/AC (EXCLUDES MF LOT) L 7 6 5 4 3 2 1 1 8 / 1­- Q � 16 I I j / QUALIFYING OPEN SPACE 3.55 AC (35.4%) \ Q p I \ If Of i 15 S59 04 26 W 103.00' NOTES m BLOCK 1 14 N WOLFSBURG AVE cn I I 36 COLLECTOR STREET SECTION 1 1. LOTS 1 AND 10 BLOCK 1, LOTS 9 AND 18 BLOCK 2, LOT 10 BLOCK 3, LOT 1 Q Q I BLOCK 4, AND LOT 1 BLOCK 5 ARE COMMON LOTS TO BE OWNED AND MAINTAINED z 13 I 1 SCALE: NOT TO SCALE PP1 .0 BY THE NEWKIRK SUBDIVISION HOMEOWNERS ASSOCIATION. (n C_ CZ I 10 9 j G G 12 8 7 6 5 4 3 2 1 1 1 J SE 1 1 BLOCK 5 / I.J_I J z 11 PHP 1 1 / Lu _ _ _ _ � BLOCK 1 1 I N59'29'07"W � ~ N00'36'35"E 514.69' 74.36 U W J 7 (n R/W I R/W R/W R/W L Y 13' ACHD SIDEWALK 31.00' PUBLIC RIGHT-OF-WAY 13' ACHD SIDEWALK 13' ACHD SIDEWALK 56.00' PUBLIC RIGHT-OF-WAY 13' ACHD SIDEWALK 0 EASEMENT EASEMENT EASEMENT EASEMENT 5' 8' 13.50' 13.50' 8' 5' I I 5' 8' 21.00' 10.00' 21.00' 8' 5' w SIDEWALK PLANTER PLANTER SIDEWALK SIDEWALK PLANTER PLANTER SIDEWALK F- I I 3" ROLLED CURB I I I 1 6" VERTICAL CURB J I I AND GUTTER TYP. I / 6 VERTICAL CURB (NO GUTTER) TYP. AND GUTTER TYP. 0 a a a a a a 1 N r�\ \ \\�\\r�\\ \\,\\r\\i, CSW PROJECT NO. 21018 F- CD 2 7' LOCAL STREET SECTION 2 DRAWING DATE 03/29/2023 SCALE: NOT TO SCALE PP1 .0 LOCAL STREET SECTION WITH MEDIAN ISLAND 3 a_ ov SCALE: NOT TO SCALE PP1 .0 Ppi . 0 O \GE SF� O= S00'35'04"W 1367.01' 16970 T - - - - - - - - - - 1os1.s2' - - - - - - - - - - - - - - �- - - � — - - - - � 222.78' s 3-29-23 / ^� oo // / Z OO,Q7�TF IOP� OFP.2P� / o, ENE / 0 30 60 120 180 J /1%z rp°o / // / / _ N Y / /0,1,�4,,4, / / 1 / Ile SCALE: 1" - 60' 34014 SF w / FtiT ?^/ / COMMON �,y�°'� / �_W E cn /(V / 25.4 / o r� c Lu I // SO '?99\\ / / c9>° ICI N Ln o� O < / a / .99, A6' r0°p- � 00 M / w Xj\ / 2 2 0 0'"o o I � 6 z / % \� / � Co 00I oY ma12.99' E Ld - w s�Zf-o 9c //^�r� oo 31 6� a� 04 454,555 SF N I 10.44 AClkQIl 16 w D � / W 3: P��` s�+°9c Ile c3 z w / h�O / % cD z oSEE SHEET PP1 .2 /// ��tx- o F- FOR LOT DIMENSIONS // / o (1 O 3 _ _ _ yc- 35.00, // // / z J_ 0 r / o N ZIMMERMAN AVE 0 — — — R=150' o O 30 // �irr�q��D� i7 233.00' 43.45' L_gp.34, `\ \DSO, 695 , \ // O Lu co O co 29 0� 00 Ill 12 1 3 b y 15 16 17 18 19 I \ \ o // N 39'15'33"W DESIGNED: C. GRAHAM O 0o I 1 12.96' h 78.06 N 28 I M I I \ ^ry. / DRAWN: C. GRAHAM Li w I I BLOCK 3 1 o 1-- CHECKED: C. GRAHAM zBLOCK 1 27 I I 0-) 1 8 /' // // APPROVED: C. GRAHAM O 1 10 PRIVATE ALLEY I 1 z 26 1 O C) g I � / / PREPARED FOR: I BLOCK 3 I I BLOCK 2 / / / /'%/' 40 o 1 u / / �qr pp, G20 LLC 2 5 1 1 - 1 1 / / /0ti N�io PO BOX 593 w I I / / �SF'�FNT EAGLE, ID 83616 19 8 7 6 5 4oy 3 2 1 1 I / / Q 24 Q23 Lu Y U I — 233.00' 0 3 �01� � 0 Z 22 u N LEVENBURG AVE M // // O ? M co I 21 I w i — - - — - - - - — — � / / // O/ ��� / J x~ J o J O 20 1 i 10 11 12 13 :o J 15 16 1 7 Sw�/r FSCyp 'L N 19 I BLOCK 2 / 40 (,/, w Lu I / Riw°, // > Q 18 i I 9 // /'~S30p. 0 ~ 13.00' ACHD ESMT 31�00' I 13.00' ACHDSWLK o /Ld / / // �/�FSMTp W N R/W 1 SWLK ESMT N 8 7 6 5 4 3 aW 1 / / z w 16 I M� / o / LA :2I / N �� / 2 Z J W z 15 \ ``���sp. — I'' / S59'04'26"W � \� `S�' — 252.93' 0 3 103.00' _ _ _ BLOCK 1 14 \ N WOLFSBURG AVE M (3 R=200' W J 13 — - - — - - — - - - - I I L=21.00' 0 0 1 I Y 10 =� 1 o 9 aW 12 8 7 6 5 4 3 v3i I I BLOCK 5 25.00' SHARED 11 DRIVE EASEMENT BLOCK 1 I 1 N59*29'07"W — — — — — — — — —I 69.82' 74.36' 04 o N00'36'35"E 514.69' ' N CSW PROJECT NO. 21018 DRAWING DATE 03/29/2023 a- 0 ppi . 1 _ N Q�C pu i�n a`YYl m 34.96' - - 28.00 28.00' - - 28.00' 28.00' 28.00' ' 0 28.00' 28.00' 2s.00' - - - _ _ 16970 28.00 28.00' 28.00' 28.00' 28.00' - - - - - - - - s3 6970 28.00 28.00' 28.00' 28.00' 28.00' 35.01' - - - BLOCK 1 O FOFIOp�,ZQ� NN GAP BLOCK 1 E M. 0 15 30 60 90 C) 0 � _ N cn 11 0� 12 coo 1 3 (o 14 , 1 5 N 16 �r 1 7 co 1 8 <° c� N °' N i� SCALE: 1" = 30' 3753 SF o 2989 SF o 2976 SF o 2963 SF o •�t '� 19Lo 3116 SF o 2948 SF o 2923 SF o 2910 SF 2897 SF 2883 SF a 2870 SF o 22 0 23 0 24 0 25 0 26 O' 27 28 °' r-O 2857 SF 2843 SF r- 2830 SF 0 2817 SF o 2804 SF rn 2790 SF rn � 29 of � � 2777 SF rn �/ L I 2770 SF rn 30 .W N. M 0 375 O0 SF > 0, J C) r�N 3Ln M � 00 0 - - - - - - - - - - - - - - - - - - - - " 13.55' m o LU 35.00' 28.00' 28.00' 28.00' 16.721.' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.0o' [14.54' \ O U) U o\ I o W SEABURG STREET a O N w 10 3014 SF N COMMON / L w \ u 112.08' �' I / 137.50' 77.00' 20.00' 60.50' w I 9 / M4' %x 3960 S 3612 SF - - - - - - - - - - - -9- F a SR r� / / COMMON - - - - - - - - - - � / 9. x s' 5. �`°' - - - - - - - - - - - - - - - - - - - - - 00 - - - - - w I I / 9 0 0 / 93.03' 95.00' 0 3495 SF LQ Ki 11 \ I M 3830 SF \ I 0 98.31' 6 � LU a 10 LU 5.51 111.72 8 0 10 1 0 N I 95.00' BLOCK 3 8.50' I o 06 8 I 0 0 1 2843 SF 2850 SF 0 N 2747 SF 1 N a; I "� 95.00 1 1 0 0 z I o cv I 95.00' 95.00' I N I 2090 SF N 0 12 1 0 I 3: zo 98.09 I 1 0 i BLOCK 2 I N 2090 SF I N 1 ui v o I o 7 0 11 I 0 95.00' ~ I cn N 2747 SF I N N i 2660 SF N 2660 SF I N i 7 0ui 95.00' I 1 1 o I z 1 N 2375 SF N 0 13 1 o I z o 98.10' 95.00' 95.00' I I N 2375 SF I N 1 0 z 0 I Or l o I 0 1 0 I 95.00, 1 z I ao w o I 0 un ao I 6 0 12 I o o I N I L 0 a0 6 06 pO N I 2660 SF N 2660 SF I N z 0 1 6 0 95.00 1 w N N 2747 SF I N 1 I 2375 SF N o I 0 I w D 95.00' 95.00' 1 z N N 2375 SF U-i1 N 1 z = 98.11' m 1 1 00 1 95.00 I Z I J w I0 1 0 1 q I 5 0 13 I 0 I n 0 I 5 0 95.00' y 1 N 2747 SF I °D `� i 2660 SF N 2660 SF 1 N D N 1 2090 SF N 10 0 15 I o �' N I m 5040 SF N 2090 SF 1 N o I 95.00' 95.00' 1 95.00' COMMON I 1 1 0 v 98.12' I 0 1 1 o I o 95.00' II 0 I 14 I N 0 160 4 06 N 2660 SF 2660 SF N N 2748 SF G ILo 1 2375 SIF 1 N I DESIGNED: C. GRAHAM 1 I I 95.00, - , I m I DRAWN: C. GRAHAM 98.14' 95.00' 95.00 0 o D 95.00 1 cwi� 1 0 1 I I 3 to I o I I CHECKED: C. GRAHAM o I 0 o I 3 0 15 I o N 1 2375 SF N m 0 Lo 17 0 1 a6 3 o N 1 2660 SF N 2660 SF 1 N N 2375 SF I N I APPROVED: C. GRAHAM I N 2748 SF I N I 1 1 95.00' 1 1 0 I I I 0 I 2 0 95.00' 95.00 9815' o I 95.00 I 0 N 1 2090 SF N 0 18 I o I PREPARED FOR: 0 0 BLOCK 1 1 0 o I 2 0 1 N 2090 sF I N I I G20 LLC w M 2945 SF 1 0 N 1 2660 SF N 2660 SF 3 50' N I 95.00' 1 I PO BOX 593 1 13.00 95.00 I 1 EAGLE, ID 83616 z I 1 95.00' 95.09' I BLOCK 3 1 o 98.16' I \ 1 0 0 1 N 1 1 0 1 0 \ 4257 SF � 19 I J N 3696 SF 1 N 0 I 2850 SF 2950 SF -- - - - - - - - - - - - - - - - - - - - - 3923 SF- - -// �6 1 of COMMON I I 95.00' 104.22' \Y M \ 60.50' 20.00' 77.00' 3: 3.65' w 80.17' U) - J 7 6>>2. W GARSON STREET I Z w 0 - \\ \\ 157.50' 2S 1 af w w \ _ \ 1 Z Ln \\\\ N I z 0 Ln W z 59477 SF LCCL.I Ln COMMON 18 / 39734 SF J \\ \ V \\ COMMONCo / W \ 4-1 0 \ qy \ 3: F- / \ \ \ (\i / N \\\ \ \\ / / CSW PROJECT NO. 21018 _ DRAWING DATE 03/29/2023 a- \ / \ PPI . 2 °-_° CONNECT TO EXISTING Lj / /j \ O 8 WATER MAIN 1 , / s / M� / / // 16970 cUJn /'Q�P ilrO N•NS�FII\M/\F ti T ///�/////%�//��///!/// r ' ® I I -.e❑®I II-e❑e� I I e❑e I � ❑;.y _ I ❑ I I o®0❑®II I e❑e0 I e0❑e I _ ' _ I O o❑an I ®o® I I e❑eo I < I \_g/I / -_-- - - d'1111 _0 ----_--- 11 1�%� I/�/�/////•/��\r/<\'/��\i�\,��1\II/I//\�1\\1/\'\�/\�\i\.\�/\I\I/lIl I/1I/1I-`1/-A—II-i 1I i ICI I//'//✓//I/-�I%/I�//%I,'�/I/I„/(Y'I /✓I //•C / Q/f3n-29-.2p3 r E, �P.ZU OF /`SO G qn0O / 0 30 60 120 18026-- -------- 2 560 ------ Q ------- 2561 -- \ l/Y uJ Y / / / / / / _ I oe ❑� I I oo \ I - -- ------- 2562— \\ SCALE: 1 60' QQ' O --2564 163 --- 01 Am #69U /hm / I I 6y �♦ I SSMH D-3 /i / _- ® /j < /� / / �P r �n u�i � N N 5 SSMH D-5 19+00 / / ® 6'< / i / ' /' '�' 1�1 Y+ o L 00 2 _ 18_+00 17+00 i \ _ _ ® 5 / / / r; / G� AO � re) _ SSMH D-4 16+00 ,2 / / / I oo , I {//VI �I - - /' 4 4 4 4 \\ n \ J/ — ®52 gg ° 2561 �/ / //J / �1 ���/ O��• X p c� O : 15+00 14+00 ® � i' r � / // � q tp 11 w I �� / / 5 / \ 1__J / //�i/�� S O CD w U cn I - 9 / / 5$ // \ //( F� cn U O I �I II ¢ I °°❑ ❑o❑ 2 /® / �`1�i59 \ I <i �/ Fy��, O 3 rn I It g n - \ �, S6 i ® ®® / / / ti,- - - - \ / /�.N F,L� O O @) ON u SSMH D � 01 I °\ I V 1 v vv SEWER LINE 'D' o , / Zg6 _� //i/< /, m j w I o v _ _ « 00 0000 0� O � � /� / A i/ / m w _ ., SEE SHEET PP2.1 \ ~ I I z I / \ \\ \ ®° \ - - ® ss� L� O o v w m ��❑ ❑m / \ _ BLOCK 1 0 ° / e u 10 SEWER LINE 'D' U) / J o❑ ❑® °®❑ ® SEE SHEET PP2.1 ® 1/TO ❑ I � _-❑ °icy �I� _ I I = - °®❑ ' ❑v ° o es 00 // \ // / / /• / / X // /� -7- / A/ �/ / i >k w � �)I/ 1 �- \ ---- / // ui 1 SEWER LINE 'C' �No, N�l SEE SHEET PP2.1 L--.—.—.—.—.—.—.—.—. z i\ z \ SSMH C--2-n ° "I °r'+00 11+00 -_- _ _ -_ I � BLOCK/5 \ I z SSMH C-1 SSMH g A-10 SSMH D-1 Ld O ~ �S I / --- \ SSMH A-9 0` / ! / / /i/ /i�iOf II ❑ ❑ I I II ❑ ® I 0 H i I F--1 / II®❑ ❑ I II®❑ I ❑_ I Q ( 'cn �•�6 �/ • / • � / /�` / //\ ��j'// � N _ -/ - 5 / / / / </ / / z jl 4 1 awl \� o I/� hh1�•/ ��/j m �yhh0 ¢ cn I I - o�� Q ail / h h z II 9 I I ®®II II o._ I O I M_N II ® I � ryh �� ®II III ' n // ////', " //// / / // //// J O ---- ------ ----- SEWER LINE A 0 �`� // / �'i/ /i�°� �I F I O I I / ------ _- - -- �/ / SEE SHEET PP2.1 r�/y / 'i UQ // h -- J/ . v .. - - M. •� w— —N ZIMMERMAN AVE om I -SSMH m O 20+00• 21+00 22+00 � - - - P LL- oLu o ¢ SSMH A-8 w off O 0 03�--- l/I O>� 1 ---- LZ SSMH A-6 -- -- --- -- -- - 1 -- o / /— —EG— —EG— —EG— — — — —EG— — — — —EG —EG— — — — gam/— EG— — — — —EG— — — —EG — —EG—I— — —EG— — — I — O / DESIGNED: C. GRAHAM oc / I SEWER LINE A g�0 0\ \ �� I �; —EP Q - \ F _- O U' J I / �` p F — (L i \ / h / T3 — — — — G� — _ —EG— — — — —EG EG— �;�=Eg==^ �=EG_----EG----T9EEG— — — — —EG— — — — —EG— — — — —EG—��c—AEG — — —EG— — — — —EG— — — — —EG— — — — —EG— — — — —EG— —(/ _ w J/ DRAWN: C. GRAHAM 29 I • - x SEE SHEET PP2.1 N a \ I \ : r _ I I - U N _ _ - 1 r�---TB TB TB 0 11 12 14 15 16 17 18 19 1 -- w z j I + 1 3 I I I r�\ _ evT� r / m/ -t m \_` / / \ o r / / / /h -EG ¢ I CHECKED: C. GRAHAM O / I 28 1 "�cn I : W �� / \ ' oo�^o / // I// ,� i 3 APPROVED: C. GRAHAM zD / I I I o z I O / 13.00' ACHD 31.00' :I 13.00' ACHD o BLOCK 3 PPl.0 L„ I j j BLOCK 1 SWLK ESMT RAW f SWLK ESMT a I' z r I I r / / I ' o I i, _, / / y� / - J / I PREPARED FOR: D // I1 I 10 PRIVATE ALLEY I I / i / // // / �' / 0 1: I I ¢ 1 / / / / I I G20 LLC � / r 27.00' 1 " I ,/ / / w // / z6 a-e 1 : 1 / / i ; ' i / / I I W PO BOX 593 BLOCK 3 I I // / BLOCK 2 �y //, �/ / /RR/�400, I EAGLE, ID 83616 z / 2 5 PP1.0 I o I =~ 27.00' I / // / /` r % �T/0N iy D / %Mi 19 8 7 6 5 w 3 2 / / m (3 / 24 I I o I ° J SEWER LINE 'A' "'N I U) / 1 , \\SEE SHEET PP2.1 / // / 23 A. Ld / / 1 I 10+00- - o .°1-11+00- 12+00 N LEVENBURG AVE .0 �- -SSMH B-1 / / / / / p ':/'ti / h`O SSMH A-5 11fl Q J / N 10, _ / / o / / / `S� / `V / 1 I I I z I. I SEWER LINE '13' / 2556 O / I 1 SEE SHEET PP2.1 = / 2555 I w V — tn / 20 I I aw // ,2554 17 S* 0 36� 1 I 10 11 12 1 3 , b x 1 5 ��4z s u / �. -9 00 Ld Q oc ry� / " LLJ fl� 19 2552 13- W 255 /1 / I 2550 - / / : /� S{y 0, / /"mo o I o // BLOCK 2 I ,/ z Z w // // 1 7 I' I // m m // j. r' / I C W U 8 2 G / G / hh� 1 i. 1 0/ / 7 6 5 4 0 / 1 / / /m LLj 1 1 hh 15 \\ \SSMH A-4'- --- --- -- - - / -- ----- , --/ / I II Ln CD m SSMH A-3_#6N WOLFSBURG AVE- •oo m- -a 3 M„9 l_! I I A I - - - SSMH A-2 I W U J / BLOCK 1 14 \� xp0_ N m_MBig I 13+00 —12+00 0 Lu jl 3 \� SEWER LINE A o w I / SEE SHEET PP2.1 ^ a =�- I I F _ 10 9 J � I 12 I 8 7\ 6 5 4 o f 2 I / > c 20.00' � 10 n 3: U I COMMON DRIVE;- , \ a TOE _ I i ILI NO ec -EG- G B BLOCK 1 - _ I CSW PROJECT NO. 21018 C\1 / / — EG— — —EG — �1 —EG— — —=o EI — T S <- ._—TB l TS —�B1� S8 B SSMH A-1 (EX) DRAWING DATE 03/29/2023 CONNECT TO EXISTING oU j / SANITARY SEWER MANHOLE PP200 O CONNECT TO EXISTING 8" WATER MAIN \GE SF� °—_° 2580 ^ 2580 0 25 50 100 150 Q�Co �`rvl Of ^ Z 16970 2575 ^ 3 vv 2575 HORIZONTAL SCALE: 1"- 50' n sT3-29-2�0 U w ^ ) 0 e uJ N VERTICAL SCALE: 1" — 10' p�/ TF OF�pP �P M LLIi� s r 't 00 00 'T N 'n 2570 ^ r� i° �n N '� N II —- 06 CV `1 t 2570 e co w S Oo ' 00�00. Lo Lo O K) o II 0 r� of z 0 M. (n Z ^ a V) a V) I- N N 11 1 Oo z o I + 0 — U a M � N 11 od o 11 1 + Lr' o 2 p NZ Z _= 11 II Z z 9 W co N �� , N �N N ,nN II II Qo0 Qo0 N > > 2565 co N � r� 0- N 11 - ao co II Q co ,n II _ Q — 2565 '^ cV u J Q P+7 Lo Z O Q l� z o Q N Z Z Z fn(n 0_ 00 00 (V)(% 0_00 00 M N N II 0 — — — w0^ N N"' �oz = IIciZZ = IIciZZ V),V) o-$00000 0 2560 �oo � 11 QI + Lo — o N� �- - -N� �- - - - --- - - - - - - -- - - - - - - - -- 2560 1 + Z N > j fn fn 0_ 00 00 (n(n 0_ 00 co — — — — — w Qo �n = II II z z - - - - E 2555 �QNz N� �� - - - - 2555 o v�v� o- co co J cm (n UlLn w 2550 _ — — — — 1�1Y, o L Go o 2550 �� z 0 L=212' S=0.40% D=8" SDR 35 PVC 0 2545 „ PVC L=197 S=0.40% D=8 SDR 35 PVC O 0 v m m W U ^ m L=279' S=0.77% D=8 SDR 35 2545 O " o aOf � E � w fu 0 2540 L=41' 2540 � z L=34' S=0.40% w S=0.40% D=8" SDR 35 PVC u r 2535D=8" SDR 35 PVC 2535 ���7TL=151 � % N D=8" SDR 35 PVC w 2530 2530 (if 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 x w SEWER LINE 'A' PRELIMINARY PROFILE STA. 10+00 TO 19+50 0 cn z w z CD 0 U 2580 2580 r. (n cn ^ w ) v t ��N 0 0 2575 00 z M V) CC) z 0 s w v s ` 00 00 L 00 Lo LoW ��_ N M 00a) It N Lo �� to to N 0 N II r min. N 11 NMNN11 2570 r Oo c� II r 11 o 5; II II o 2570 u N r of z ao rn of z z o cn 1 + ,n — u7 I + o 'n - - w z =III 4 > > co� �cp N N 2*4 > > =I z z z 2580 ^ v 2580 z 2565 �Q m — — I + ,n — o �Q — — N� � — — — 2565 0 L (N(% 0_00 00 Q 04 N N > > N N 0_00 00 N N 00 00 00 ��N j- N J a Z Z — — 2575 a M o 2575 — — — _ Lo U) _ 04 2560 - - - - - -- - - -- - - - - - -- - - - - - - U)U) co— 2560 0o 0000 N 0 � �Lo 0 oMNN 11 �N� N cj Noico � z 2570 0 o co II II II ~ 1 + 0 0 2570 o _ _ _ Q 2555 Qo � zz o ornz o U� �n 2555 � > � N =II c j z U = II c11 z z z = II cp Z Z NH �z j 0 0 2550 2550 2565 N� �a c � N� �z z N N WOO — 2565 � cn w of ao Oo Oo cn cn W w w L=354' S=0.40% D=8" SDR 35 PVC - - - - - - - - - - - - - - - - DESIGNED: C. GRAHAM 0 2545 2545 2560 2560 DRAWN: C. GRAHAM L=113' L=46' _ S=0.40% CHECKED: C. GRAHAM � D=8" SDR 35 PVC D=8" SDR 35 PVC 2555 2540 2540 2555 L=255' S=0.60% D=8" SDR 35 PVC APPROVED: C. GRAHAM z 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 S=1.10% D=8" SDR 35 PVC 2550 L=204 2550 SEWER LINE 'A' PRELIMINARY PROFILE (CONT.) PREPARED FOR: 0 G20 LLC STA. 18+50 TO 24+00 2545 2545 PO BOX 593 W EAGLE, ID 83616 z 2540 2540 Q 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 SEWER LINE 'C' PRELIMINARY PROFILE 2580 2580 Y STA. 10+00 TO 1 5+00 0 w 2575 ^^ 3 2575 Li V) co Z 2570 Lr) co 2570 LU J_ >_ 000 N 9 U I- NN 11 00M Lo N J o V) II II I to-0) II w 'n0c6zz o N41 LL 0 2565 as o ,`n — — ++ u' 0 2565 ^ ^ , ^ = Il cj zz z 00Nin � ^ � 3 V l = Z L.L w V)F- a II c j z Li (n(n FE 00 00 00 m Q Z ' Z r- Q p 2560 N N 00 2560 2580 ^ ^ o o� o z 2580 > J w - - - - - -- - zv N .. g Fs o co o ^ Z 00 of o .. co 00 -- - - -- - - -- ..`) .:Nw U) N e . �n W 2555 2555 2575 M M 00 (D 00 ao N c i cO N ao-It Z N oo Lo 2575�// 00 0000 Lo 00 � NNIvjZ = M� NjZ �rnNN ��� N LL �MNN ��_ � N F- �MN > > �MN > > 1 + � Z o L0 z �/) cn t0 � � N ao�_ N I + 0 — O I + � — �� � 11 o Nro Q W z 2550 2550 2570 0 0 'o z z �'n ai z_ = 11 11 Z Z a II ? ? co N > > o rn 2570 C_ w To 0 1 + � o (V) a (nH �e c = II z z N G z L=243' S=033% D=8" SDR 35 PVC Q o_ ,n o o_ u7 N N cn cn o- co ao �Q II ? N > > N > > NH :e a (nH �a = II zz z = II 11 z z fnfn � 00 00 �(n � � 2545 2545 2565 N F_ _ V)P 2565 J Q z (n(nW0000 00 (n(n0_ 00 00 - - - - - - - - - - - - — — — — - - - - - - - - - - - - - - - w 7 10+00 10+50 11+00 11+50 12+00 12+50 2540 2560 2560 2540 ULU W2555 2555 SEWER LI N E W PRELIMINARY PROFILE STA. 10+00 TO 1 2+50 L=247' S=0.40% D=8" SDR 35 PVC L=304' S=0.60% D=8 SDR 35 PVC � 2550 L=270' S=0.40% D=8" SDR 35 PVC 2550 w U) 7v J 2545 L=51' L=69' 2545 > S=0.40% S=0.40% U D=8" SDR 35 PVC D=8" SDR 35 PVC N 2540 2540 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 CSW PROJECT NO. 21018 SEWER LINED' PRELIMINARY PROFILE DRAWING DATE 03/29/2023 STA. 10+00 TO 19+50 0 PP201