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CC - Updated Plat Caven West Pre-Signed-R1 Charlene Way From:Sonya Allen Sent:Tuesday, February 06, 2018 1:18 PM To:Barbara Shiffer; C.Jay Coles; Charlene Way; Christopher Johnson Cc:Bill Parsons Subject:Updated Caven West Plat Attachments:Caven West Pre-Signed-R.PDF Please include this in the public record. thx From: Wendy Shrief [ mailto:wshrief@jub.com ] Sent: Monday, February 05, 2018 2:35 PM To: Sonya Allen Subject: Updated Caven West Plat Hi Sonya, Attached is a copy of our updated Caven West plat – we have made revisions recommended by Planning Commission. Can you include this in your presentation on Tuesday? Thanks! Wendy This e-mail and any attachments involving J-U-B or a subsidiary business may contain information that is confidential and/or proprietary. Prior to use, you agree to the provisions found at edocs.jub.com. If you believe you received this email in error, please reply to that effect and then delete all copies. PRELIMINARY PLAT FOR CAVEN RIDGE ESTATES WEST SUBDIVISION Y Unplatted SITUATED IN THE NORTHWEST QUARTER OF SECTION 30, TOWNSHIP 3 NORTH, RANGE 1 EAST, BOISE MERIDIAN MERIDIAN, IDAHO 2017 I rS89'34'16"E / 70.00' f Point of r-_ { Beginning I `\ I Black 1 27 Q O 0: Q Q I � 1�1 w � � a N C4 _ N M w to a LF) N NI Z of z� 28 Basis of Bearing Length 24 19 19 '489'42'09"E 2450.83' o0o N69'42'0_9"E_ 2640.01' 19 20 25 30 E. Victory Rd. 30, 30 29 20.06' 30 S19*01'48"W 94.00' L5 31 56.05' L6 p W L7 >I 0 0 N23'24'1 5"W 0l L9 34 89.20' L10 � 35 L11 m Vi a N1 5-03'28"W v 0 - Found 5/8" Rebar 36 N ow` F Ip IN N I rS89'34'16"E / 70.00' f Point of r-_ { Beginning I `\ I Black 1 27 Q O 0: Q Q I � 1�1 w � � a N C4 _ N M w to a LF) N NI Z of z� N86"01 49 189.46' Meridian 28 Halghte Length SubdiVisiOn 29 69.47' 25 S19'04'44'W N 26 N I 1 I I I 20.06' 30 S19*01'48"W 94.00' L5 31 56.05' L6 S24'34'17"W 32 L7 S21'10'33"W 54.18' 33 N23'24'1 5"W 1.61' L9 34 89.20' L10 572'28'28"W 35 L11 N61'17'30"W 37 L12 N1 5-03'28"W 27.67' 0 - Found 5/8" Rebar 36 N86"01 49 189.46' Meridian I Halghte Length SubdiVisiOn S57'31'52"E 69.47' M S19'04'44'W N L3 N I 1 I I I 20.06' 24 13/ 22 21 22 23 Black 3 24 25 26 27 Red Wing Subdivision Line Table Line # Direction Length L7 S57'31'52"E 69.47' L2 S19'04'44'W 49.91' L3 N70'59'40"W 20.06' L4 S19*01'48"W 94.00' L5 S21'30'41"W 56.05' L6 S24'34'17"W 20.66' L7 S21'10'33"W 54.18' L8 N23'24'1 5"W 1.61' L9 N66'15'13"W 89.20' L10 572'28'28"W 27.67' L11 N61'17'30"W 50.00' L12 N1 5-03'28"W 27.67' Line Table Line # Direction Length L13 N2638'52"E 50.16' L14 N75'03'31 "E 28.94' L15 N28'42'30"E 43.06' L16 N4348'48"W 110.00' L17 N4537'37"E 60.54' L18 N37'37'55"E 47.89' L19 N72.47'40"W 81.99' L20 N78'17'17"W 69.15' L21 N71'16'52'V 92.48' 80.37' EL2422518'09'01"W SO6'40'03"E 27.19' N76.21'04"W 50.81' Curve Table Curve # Length Radius Delta Chord Bearing Chord Length C1 127.68' 242.50' 30'10'05" 542'52'25"W 126.21' C2 272.04' 457.50' 34'04'09" 540'44'56"W 268.05' C3 124.44' 425.00' 16'46'33" N37'05'47"E 123.99' Red Wing/ 20 19/ 18/17 e / 16 C�4/yg4� PP -02 ,5 �. 21 14 �� 13 �. \ 20 S/6/( 19 18 17 12 \\\ � 11 � � 10 1 B IB 15 \ 8 7 14 n 13 PP -03 5 N 12 � f. J Nsi3ss• (1 10 BI 8k 3 _ �.. L23 9 1 7: i 130.96' Unplatted L1 1 L18 � i9 � \ ( 1 3 2 1 e• ri e L15 9 L14 10 ^� 11 51h ck4 4 3 7 � �J ��mnmm�/�'I n IT1111 i I - = 6nnnT = � _ ♦ i 1111111111=J -U -B ENGINEERS, INC. p p111.1.11►==== :.0 1 ���•i� = iY !%o�','�,\�'� i `iiiiii � � minnn Imo. �� :.. •� m .� .1111111- -1-1- PROJECT :. • z0 00 CO nn1- i. aloe • • •1�,�,•� �► nm nnnm ' •. 11:nnnnnnlnOnl .1� Q �Inm nnnnm ' L= pp �� ►► 111/111/ ►�� �� ••0 co CIL Lf) Ca VICINITY MAP BOUNDARY LEGEND SCALE: 1"-1000, SS�OHAL E, 4 1 - Subdivision Boundary Line - Section Line 12449 ------ - Match Ln w r -a e - - Center Line '�Z3, F OF - Right-of-way Line E. J'qp� BO10 - Existing Parcel Line ----------- - Existing Easement Line i -Section Corner N C-0<1 - Quarter -Section Corner 0 - Found 5/8" Rebar H w w ow` F QQ - Property Comer �>m, 0 100 200 00 w o o g z N q FC wz zo z = o m_ U w W N a W Z ,p Do N„ o SCALE IN FEET �zaWa NOTES' '88 W LL z t 4 Q 1. CONTOUR AND SPOT ELEVATION DATA IS REFERENCED TO NAVD DATUM. M� ii a ° w o mwzz� rc o 2. ALL STREETS PROPOSED IN THIS DEVELOPMENT ARE PUBLIC STREETS AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ADA COUNTY HIGHWAY 2w z ¢ DISTRICT (ACHO) STANDARDS FOR PUBLIC STREETS WITH A MINIMUM GRADIENT OF 0.4076. m t w S 3. ALL LOTS ARE RESIDENTIAL BUILDING LOTS EXCEPT LOTS 16, 27, AND 37 OF BLOCK 1, LOTS 1 AND 12 OF BLOCK 2, AND LOTS 7 AND 16 OF p BLOCK 3, WHICH ARE COMMON AREA\DRAINAGE STORAGE LOTS. LOT 1 OF BLOCK 1 IS FOR THE RIDENBAUGH CANAL EASEMENT. LOT 26 OF w z l ¢ 0 BLOCK 1 IS A COMMON DRIVEWAY LOT. y YoY a 4. STORMWATER RUN-OFF GENERATED ON THIS SITE SHALL HAVE A QUALTTY CONTROL TREATMENT PRIOR TO BEING CONVEYED TO ONSITE STORAGE FACILITES. 0QF Oz Oo i w w h rc p o 1 -TM 5. PUBLIC UTILITIES SHALL INCLUDE WATER, SEWER, ELECTRIC POWER, NATURAL GAS, TELEPHONE, AND CABLE TELEVISION. 6. THIS SUBDIVISION WILL RECEIVE IRRIGATION WATER FROM THE SETTLERS IRRIGATION DISTRICT AND SHALL THE PRESSURIZED IRRIGATION SYSTEM WILL BE MAINTAINED AND OPERATED BY CAVEN RIDGE SUBDIVISION HOME OWNERS ASSOCIATION. 7. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE, RIGHT TO FARM ACT, WHICH STATES, 'NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTMTES AFTER IF HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT Z APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR O EXPANSION THEREOF.' U) 8. DOMESTIC AND FIRE PROTECTION WATER SHALL BE PROVIDED BY THE CITY OF MERIDIAN. Z 9. SANITARY SEWER COLLECTION SHALL BE PROVIDED BY THE CITY OF MERIDIAN. > O 10. IRRIGATION DITCHES THROUGH THE PROJECT SHALL BE PIPED WHERE THEY CROSS ROADWAYS WITH ALL STRUCTURES LOCATED BEYOND ANY PUBLIC RIGHT-OF-WAY. m Q 11. LANDSCAPED COMMON LOTS ARE LOCATED THROUGHOUT THE PROJECT AND ARE IDENTIFIED ON THE PLAN. THESE LOTS SHALL BE OWNED AND C/) MAINTAINED BY THE HOMEOWNERS ASSOCIATION. O UL 12. BUILDING SETBACKS AND DIMENSIONAL STANDARDS SHALL BE IN ACCORDANCE WITH THE CITY OF MERIDIAN STANDARDS IN EFFECT AT THE TIME OF = I- DEVELOPMENT. Cn Q Z LU J - 13. ANY RE-SUBDMSION OF THIS PUT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN AFFECT AT THE TIME OF THE RE-SUBDMSION. Q d 14. THE OWNER SHALL COMPLY WITH IDAHO CODE, SECTION 31-3805 OR ITS PROVISIONS THAT MAY APPLY TO IRRIGATION RIGHTS. CC LU 15. A STORMWATER DRAINAGE EASEMENT SHALL BE RESERVED ON THE DRAINAGE LOTS FOR THE BENEFIT OF ACHD. LANDSCAPING OVER SAID LOTS w Z Q 3 SHALL BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION AND ACHD SHALL PROVIDE HEAVY MAINTENANCE OF THE STORM DRAINAGE FACILITIES Q Z AS DEFINED IN THE COVENANTS, CONDITIONS AND RESTRICTIONS FOR TREE FARM SUBDIVISION. d 16. THIS PROPERTY IS IN ZONE X OF THE FLOOD INSURANCE RATE MAP NO. 1600100234 H, COMMUNITY PANEL NO. 0234 H. WHICH BEARS AN J CL EFFECTIVE DATE OF FEBRUARY 19, 2003 AND IS NOT IN A SPECIAL FLOOD HAZARD AREA. LU LU _j Q LU a } < LANA SG Q Tr Z Z m ��cygjffl/lELp7S �oey��'' > Q U BOUNDARY CERTIFICATION OWNER DEVELOPER LAND USE SUMMARY FILE: 10-16.141 CAVEN WE: TOTAL AREA: 14.49 AC. NEW CAVANAUGH. LLC NEW CAVANAUGH. LLC JUBPROJ.#:- TOTAL LOTS: 75 LOTS 3327 N. EAGLE ROAD, 3327 N. EAGLE ROAD, DRAWN BY: -- RESIDENTIAL LOTS: 67 LOTS 110-148 MERIDIAN, 110-148 DESIGN BY: -- COMMON AREA LOTS: 9 LOTS ID 83642 MERIDIAN, ID 83642 CHECKED BY - RESIDENTIAL DENSITY: 4.72 DU/AC r ONE INCH i TOTAL COMMON AREA 3.46 AC. (23.9%) LAND SURVEYOR CIVIL ENGINEER AT FULL SIZE, IF NOT Of QUALIFIED COMMON AREA: 1.45 AC. (10.0%) MICHAEL BYRNS, P.L.S. JUSTIN BOZ P.E. INCH, 2018 LAST UPDATED: 23/ER AVERAGE LOT SIZE: 5,713 S.F. J -U -B ENGINEERS J -U -B ENGINEER SMALLEST LOT: 4,448 S.F. 250 S. BEECHWOOD AVE. BEECHWRS 250 S. BEECHWOOD AVE. SHEET NUMBER: EXISTING ZONE: R-8 SITE. 201 SITE' PROPOSED ZONE: R-15 BOISE, ID 83709 BOISE, ID 83709 . I P P-01 208-376-7330 208-376-7330 \ v v v v v I III � vv� A���vA �vvvv vv vv A v I I VAAA AA A V A A \ II II 1111 (( �0rtD� 1 II\ EASEMENT\ 1 I III \\ \\ \ \ \ Red Wing ---- Subdivision I I I I t\ N .o.. �vv vvA v v �Illill Block 11 III \\ 27 I I 1 \ 18161 I \\\ ts9 S? \ \ \ \ \ \ \281 50 II till 0. \ 5852\ N 0. -�� I I 111 \ 0. M u \ 24 \ I I I \ o ,8578029 _25 g \0o 16' PAT+4WAY6600- 5103 23 110 1X2 61 s000 10' 3762 22 PATHWI 5000 00 ` I ENBAUGL30 0 EASEMWs20 / \ � _ \ ` _ UNPU+7TED hIlll�IIIY \ �10.01 - 19 cD— IIII-1 � � \ �- 5' PATHWAY^ \ \^ I I � � \ \ +-•.< \\� r -j 5500— s9 A 0.. �Ilpll \ _ 22 \ L ^ -16 110.0' .. \\ � _ -� 6383 \ _ I\IIII] II I. CONSTRUCTION 15 i EASE 1 I�Ij ENT v32 110.0' \ 21-14 I Y \ 5871, . \ \ \. \ \ \ % Block 1 s III \ 23 1111 I1 \ 71 t.t' \ \ '�\ £ S/ Ir \\\ 13 \\ � 5383'\ 153\\� 0 20 \ P \ 33 -5771�� 196v� z o � h V 24\\F sq • \ ^ 0 165722 b\\ ACb EASD,�ENN�i uses \ \ �' \ \ \ b \ 1 \ \ \ t \ \\ 25� II t \ \ \ \ 5742 I vv Vv v v Ocksq0, 14 Q' Block 3 1 718 Soo, \ \ \ 26 \ o - 'tMp OBD' \\\ \\ 5235) \\m \� OOM \� N63. `'. p/TRO `� 12— 36 \ \ \ \ 9 ..fin - _ 5' PATHWAY \\8067, \\ \ B�Ogk 3 \ 'T \ \� 2vv A S6'4003E vv v 0.0•- 1 _ I F 9� \ \ 6801 \ 27.19 \ \ \ 9 SO 1 9,46 \ \ N76'25081N \\ \ \ ;8 1'04"W \ \ \macC\\\ \\\\\ \\\\\ \\\\ \ \ \\\ \\\\ \\\ \\\\ \ \ \\\\ \ \ \ \ 92.4,? w 14 78 •1j'17 1 69.15 5., ur Y I II(n I I \ \ \\ \NG\ UNPLATTED \\��\�X II II^IIII114 �1y—_I� \ 6XI�B\ \ \ \ \ ) / /\ \\ \ \ L11IIIIII I \ T--\-] m I VII IlII I \Y / I� II u1i , \ \ a III 1;3111II 5bb m 99Y\\\ \ \ \ STRUCTURE r 0 50 100 SCALE IN FEET PROPOSED —s s - - IN •— -1.11 30.00' R 5.00' 10.0' @ 10.0' 5.00' CONCRETE 1.00' TZ RIBBON CURB TYP. i% 1% R 37.0' 18.5' rL 18.5' 2.0' 16.5' 16.5' 5.0' 6.0' o — 0 NUB J -U -B ENGINEERS, INC. Z > � -0 0i CO 0 W L mo 0T� M Wq(V ( M M .6 �R � 300 NO Z mU) - CN vj N a UL Com C 0 01 CY] 12449 w oWzgwg OWDD zpoo� z ON Q�Qoyz�� LLa•:`mm N LL g X2 2{ O�Wf"LL o KWy�Z 2 �w Q4LL� �1: o z--' x 5<0 wJ �w LEGEND Y EXISTING —s----- SANITARY SEWER LINE •— WATER UNE ------ ------ GRAVITY IRRIGATION PIPE -- PRESSURE IRRIGATION LINE — SD— So— SD— STORM DRAIN LINE — CENTERLINE LOT UNE LU Q 6" VERTICAL CURB & GUTTER ROLLED CURB & GUTTER 5' SIDEWALK O SEWER MANHOLE — • • — DITCH FLOW LINE ` Q Q F -- d Cf) Cr IRRIGATION MANHOLE (• STREET LIGHT W E�i TREE LINE -----a---- EDGE OF PAVEMENT in GAS LINE [r FENCE LINE ip FIRE HYDRANT Z 5' CONTOUR LINE --2651----- 1' CONTOUR LINE PROPOSED —s s - - IN •— -1.11 30.00' R 5.00' 10.0' @ 10.0' 5.00' CONCRETE 1.00' TZ RIBBON CURB TYP. i% 1% R 37.0' 18.5' rL 18.5' 2.0' 16.5' 16.5' 5.0' 6.0' o — 0 NUB J -U -B ENGINEERS, INC. Z > � -0 0i CO 0 W L mo 0T� M Wq(V ( M M .6 �R � 300 NO Z mU) - CN vj N a UL Com C 0 01 CY] 12449 w oWzgwg OWDD zpoo� z ON Q�Qoyz�� LLa•:`mm N LL g X2 2{ O�Wf"LL o KWy�Z 2 �w Q4LL� �1: o z--' x 5<0 wJ �w 2.0' r . 5.0' ROLLED CURB AND GUTTER TYP. AT FULL SIZE, IF NOT 0 INCH, SCALE ACCORDII LAST UPDATED: 2612018 SHEET NUMBER: PP -02 Y O Cn D Z O m Z U)0 z 1--O LU Q LU Z zOL Q Q F -- d Cf) Cr LU 0 ED LU d z W E�i 0 z in F [r C/) Z w LL U 2.0' r . 5.0' ROLLED CURB AND GUTTER TYP. AT FULL SIZE, IF NOT 0 INCH, SCALE ACCORDII LAST UPDATED: 2612018 SHEET NUMBER: PP -02 N1n S1__ 010 Red Meng >. _ SubdiNdon \\\4 0 50 100 12 SCALE IN FEET 10 9 S ` Silverwater -.5368 _ o� 8 BIOCk 1 `"'` $ _ \\ �a ��/�/, t / \ Subdivision 7 /, \ ` ` \ //7//O RIDEN 5485 0 CANAL 6 o EASEMENT \ \� ,d — LEGEND ► ` X5500 0 \� �\ r:; �T OJ 5 a 5500 0 RANAc� 14,\ I �� IXISTING PROPOSED ,12-Lyw 4 o F)15pAEM\ S----- SANITARY SEWER LINE oD� \ \ 5500 0 3 —s s a 1—� I \ 5500 0 2\ / �o \ N7059 40"W. ���r' M1— WATER LINE —• •- -„ "9n 2006 �' --'""----'°- GRAVITY IRRIGATION PPE � 49 0°' 7aeo� . • -- / 6190/ / 00 f f /� \\, -- -,:,"— PRESSURE IRRIGATION LINE ' \ 5488 � \ \ O yy / SD—SD—SD— STORM DRAIN LINE Block 3 �\ °0.1• % / / 2 - — CENTERLINE — - 8 3 / / / / LOT LINE Nlr7 50.0' `� 2 3 f: _ae � / b• � '� A / 6" VERTICAL CURB &GUTTER =1w 2es 2ss4 'moo s \ y �s MOO \ m a ss.ar \ ROLLED CURB & GUTTER 6%, ''w: •S. 7059 O' 1. / �•° kV A a' 9 � \5 'zz.1. 1 na �N h-- S ® � 5' SIDEWALK / N72,4 j zs 0 5523 \ \ \ \ / O SEWER MANHOLE o I 8' 9 4 pryw ss� 4 a. _ /.I \ S _. - _ DITCH FLOW UNE N3T3T55"E 9 ,� \5505 llse 7405`//% / o �e�l IRRIGATION MANHOLE o 47.89 �4 h'' 3 a• \ \ •' /,/ / /SD 266. SS STREET LIGHT /\ `, 5604 / // /� ' rvA - -^-._J TREE LINE \ '�/ � � �GJ gyp• � � 'J. � \ �i 8038 s ., . — ;i/ -:... \`1.2 \ / / I / EDGE OF PAVEMENT ` 6274 \ 4 TEt4Po / S / / I GAS LINE 5554 ACCES / I 'o•EASEMENf/ ss /� FENCE LINE �`�`�����`� \ \ - _��i�y,, 1 �•` ` `-810c�k 2 �/-/; O? iS FIRE HYDRANT Y 5542 ♦ ma 5738' \ \ i yN / / / ,..i a \ —. —2651 - 5' CONTOUR LINE \6\.\ �� S�•t �pp6: /✓ �(..� � / //^\ � \ --265t--._ 1' CONTOUR LINE 4778 \ /_ 1 ��' \ 7 4914 >' UnploRed GA \ �0 5205\ ' .� it0 Ca n Ridge Estates � � GI / • � Sub ivision No. 1 " \ 5722 `N28'42. 30 E � i \ � � � �• i' � p \ � � ' _.-°<:. \ \ \\\ \ \ \ 43.06 N7503'31 "E Gry I\ 28.94'-` 10 V A V A A A V A A v A v '2 � 5992 Nth \` ��� 5602 707 12 \ N15 -03'28"W N F.�• \966 S24'34'17"W\ \ 27s7 . sr'l), o oR ` 20.66'INS \ 8g 13 W J S2161 0'33"W / S72' 828 20. --54.18' 27.67' 'F8_ IN, h Line Table - This Sheet Line / Direction Length Le N2S24'15'W 1.6V Curve Table - This Sheet curve III Length Radius Dena Chord Bearing Chord Length ci 127.68' 242.50' 30.10'05" S42'52.25'W 126.21' C2 272.04' 457.50' 34'04'09" S40'44'56"M' 268.05' C3 124.44' 425.00' 16'46'33' N37'05'47E 123.99' NUB J -U -B ENGINEERS, INC. U Z Q 0) o U7 -o 9 29 � o p) naMiE a1 W LNtj m M� Z 0)'='� Co NO^ 0=o " Z DO U) C .. LU U 0 a m 0 0 N CO S5\ONAL fN�i E 4p P�61 S r H�M1^ 12449 N� p -I 4•I�gl�O �GST7N E. 807.0,\4� w ii! w o� a w m =WOF€P N F J C2�OmUW aSaWyO'2 LL KW O QZOZ LLQC ov,a LLorcs- of m ui W m 5 75 U z?o a 2 o 0 OZ a a W J N_wa0F_gg �ia�3 Z z O j 0 z 0 m F. 0 O Z _J W Q a0 LLJ wz Q za 0 Cj) Cr W 0 ww cc � rw V Z 0 w Z w U FILE: 10.16-141 CAVEN WEST PRE JUB PROD. e:— DRAWN BY: — DESION BY: — CHECKED BY: — ONE INCH r AT FULL SIZE, IF NOT ONE O LAST UPDATED: 215/2018 SHEET NUMBER: PP -03 LAT LAT ------ ----- --- ----- RIDENBAUGH CANAL , NUB Block 1 r'"`�`�-.,---""'^�,..` .--r^""� \} J -U -B ENGINEERS, INC. _ 27 �� �- S t ; , i � � IKKy ^-.�.V.- r,..- ww ,...�/-."_nom l� J �L �,w. r-,. �� ...�.i� l .rte.. M v v. � +. �, ... � r.. -,..:.I W Z Block 1 Q rn ` MH sswR-27 Block 1 7 5 3 2 4 I I ( > G7 a , MM 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 6 l CC 0 rn n M E 28 N N W s N Lj c^i C".6 25 MH SSWR-1 3r Z Y ao o CO b' MH SSWR-19 MH SSWR-18 - 0 y N MH SSWR-21 ` MH SSWR-26 - ' Z Co - 0 2g Q6 - _�y_SICILY DR - a - W - - - 0 60 120 W Qj Li zm� ZDWO - to Ys00 - --'•--�-�I - a - m 1 b ,5 00 BBT ,IiOD 9A-1 12+00 „+OD _- _ 0 OL [0 0 0 rZ 2,+00 7 1 N m SEWER LINEA 30 MH SSWR-22 MH SSWR-20 / SCALE IN FEET 22 21 Block 3 MH SSWR-28 2 i 20 19 18 17 16 15 14 13 12 11 10 Block 3 6 8 , � S5\ONAL FNci 31 23 g 3 l 12449 � MH SSWR-23 32 4/ - r 4 �oFl 24 9 9 4 MH SSWR-14 4 / .'e 1� Ali oV\` NE. 601 S� 3� 33 F 25 Block 2 � 5 G 34/[/x' MH SSWR-24 26 2 f , /; / w Qo �V I �\ 6 y�P/ Wiia 1 Block 1 -9 Block 3 > 35 27 1 A./ �/ z y o o m 06 oa • 3 7 pG 9 /1 E i ?�/ 4y � i i rc b36 MH SSWR-25 Gj. 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MH SSWR-23._ RIM: 2662.93 - 8" IN: 2655.93 (W) __ _._ _.. _.. _. __ .... -_. .. _. -.. _... ... ...... _. _. ._. -- 1426 IF -.. 8 00...% s .. ._STA RIM: 2667.645. 0.00 2667.84 _ _ 8" OUT. 2655.83 (E) _ _. _.. 2650 w 2650 IN: 2659.43 (SE) 8" MH SSWR-22 _ _ MH SSWR-1 ° _ - - - B" OUf: 2659.33 (N) _ - _ _ _ MH SSWR-20 17+90.43, 0.00 - - - - ...... ...... ........ - - - - - - - STA. 10+70.00. 0.00 - - RIM: 2662.21 - STA. 22+53.49. 0.00 RIM: 2664.08 FILE: 10-16-141 CAVEN WEST PRE ° - 8" IN: 2656.45 (S) ....STA: RIM: 2661.58 ..... . _ - - _ MH SSWR-19- ....... ...... .......... MH SSWR-18 _ _ 8" IN: 2650.72 (W) JUB PROD. #:-- ,STA: 15+03.52, 0.00 DRAWN BY: - - 8" IN: 2656.45 (N) _ _ _ 8" IN: 2654.26 (N) _ _ RIM: 2661.96 STA. 12+16.61, 0.00 8" OUT: 2650.62 (E) _ DESIGN BY: - - - - - - - 8" OUT: 2858.35 (E) _ _ _ _ - _B" OUT: 2854.16 (� _ .. 8" IN: 2852.98 (V) .... - .. ...... ...... .... RIM: 2681.88 2645 8" OUT: 2652.88 (E) e" IN: 2651.70 (W) MH SSWR-11 STk 10+11.15, 0.00 2645 CHECKED BY: -- ...... ..... .......... 8" IN: 2651.70 (SW).__. - - RIM: 2661.82 _ ONE INCH N mINCH. .... .. . ..... ...........8" OUT: 2651.60 (E) _ ...... 8" IN: 2650.38 (W) - AT FULL SIZE, IF NOT ONE SCALE ACCORDINGLY LAST UPDATED: 2/52018 SHEET NUMBER: 2640 a 2640 226GOO 25+50 25+00 24+50 24+00 23+50 23+00 22+50 22+00 21+50 21+00 20+50 20+00 19+50 19+00 18+50 18+00 17+50 17+00 16+50 16+00 15+50 15+00 14+50 14+00 13+50 13+00 12+50 12+00 11+50 11+00 10+50 10+00 PP SEWER LINE A -04 0 LAT 2685 En 0 2670 2885 m 2685 O z SEWER .... _.. _._ ...._ ........... JO 2880 \ ` ..... ........ .. ..... ......... ... _.... ... ... ...... ... ..... ....... .... ........ ..._. . . .. ... ..... ...... . ....... _. ............ .... .... ._ ......... ..._ ..... ... . 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STA 22+53.49, 0.00 ._.___... _............. __._.. .._.____.. .........._...RIM: 2664.08 ......_..... ........................ .._...___.. ..... -a" IN: 2656.45 (S) .................. 8" IN: 2656.45 (N) .............. 8" OUT: 2656.350... _..... _.. _. _.....__. _._. _... 2645 2645 10+00 10+50 11+00 11+50 11+84 SEWER LINE C 2685 JUB 77-7--010� J -U -B ENGINEERS, INC. 2680 z (D Q 0.) O O C7 n 2675 (,(J OTO (6 0) O Lu L N M cl M a Z m 00 0 23 (� Q) 7 Q04 . N S Z co (n - C X 25 2670 (LI 0)d U.. m C) •0 LO m 2665 2660 2655 2650 2645 2640 )0 HORZ 0 30 60 VERT 0 5 10 SCALE IN FEET 12449 sl ��iY lF�T% E. BOl! N W WT LL'NNW a cwi�� urc =wax= w z Z ww Z cz2OhtiW S W N p W 2 ap wz'o0 Oi04aW LLa R'�ym Owd„jW7 m ww .- 0 W z z rcx-Ozz ,sza4 DnM a marc � ?z x x¢00 0 �a0z yrzWr pzwJFC�[ �.M AT SHEET NUMBER: PP -05 En 0 Z 0 m U O z WQ JO a� cn >- Wz Za �a �0 CL W0 W W aQ '0 W 0 z x Z W AT SHEET NUMBER: PP -05