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CC - Caven Ridge East_PreliminPlat_2017-06-22 , o {. VI�TD PRELIMINARY PLAT FOR RD' a B CAVEN RIDGE ESTATES EAST SUBDIVISION ° '" CAP SUBDMSIO SITUATED IN THE WEST HALF OF SECTION 30, I N S �LLASION -U-B ENGINEERS, INC. ID Line Table TOWNSHIP 3 NORTH, RANGE 1 EAST, BOISE MERIDIAN, CAVAN R v_ Line # Direction Length S Z ESTATES Q �, SDD'00'07"W 25.DD' MERIDIAN , IDAHO Basis of Bearing PROJECT ON Cl') o 1 ICILv 0 M 20 24 19 V89°42'09"E 2450.83' 19 N89°42'09"E 2640.01' 19 20 LOCATION L2 N00'32'42"E 25.00' - LLI� 0 r O � w E 25 ' 30 E. �CtOly Rd. 0 30 29 HEIGHTS E W ,ION N j d i cM\l L3 N32 05 14 E 50.42' U Z_ U NOD ao 00 N +' N O - L4 N76'38'15"E 1.28' -p z 0 N C) cd ai � v Z mCn - cX3 as L5 S32'04'20"W 51.50' c I W Qj t LL p I N (D w RIDGE m W d L6 S12'51 '15"E 28.72' p I N >I U O O L7 S57'44'25"E 56.12' I 01 N � � N m .� E L8 N76'01'52"E 27.84' wI U viI VICINITY MAP L9 NO3'46'22"W 72.10' ao O L10 N31°31 '15"W 27.42' /.' / N N BOUNDARY LEGEND SCALE: 1"=1000' o eR L11 N22'38'40"W 63.39' w - Subdivision Boundary Line Q� L12 N05'22'31 "W 53.87' �,°. q� - - - Section Line 683 G - - - Match Line �� L13 N17'25'30"E 56.00' CqN� E - - - - Center Line �lf OF 5 ' /Silverwater - Right-of-way Line S�OTTWpN06 Subdivision r �,� �7 N89°43'33"E �zo �� `S9� I _ 80.01' g3�' - -- -- - -- - - - - Existing Easement Lme i � Existing Parcel Line 25 30 N89'39'47"E 639.51 ' n / ,` 1 CN 1/16 Corner - Section Corner W E. RUMPEL LN m / �,;° i� S89'43'33"W 1074.00' o o W a v M - Quarter-Section Corner W =z a o i// ; co O Co ox Sg�, C6 0 100 200 0 - Found 5/8" Rebor o w a 16� o46- o c� QQ - Property Corner o 13 m m o Do ,t ✓;. Cove n Ridge Estates + Subdivision No 1`� 40 z a $ 3 r- �_ - �L1 5 GCB Sicily Subdivision SCALE IN FEET z N W i � y � E UNPLATTED - �� C4 Block 1 NOTES: o LL< a zo o ozo ua "' m 1. CONTOUR AND SPOT ELEVATION DATA IS REFERENCED TO NAVD 88 DATUM. LL < 5 m - z i ' C 7 2, CONSTRUCTED IN ACCORDANCE WITH ADA COUNTY H - pR N ALL STREETS PROPOSED IN THIS DEVELOPMENT ARE PUBLIC STREETS AND SHALL BE CONSTR CCORD HIGHWAY N w p w F 0 O DISTRICT (ACHD) STANDARDS FOR PUBLIC STREETS WITH A MINIMUM GRADIENT OF 0.40%. w O a j 0:N 2 Point of = WZzz o 3 Beginning 3. ALL LOTS ARE RESIDENTIAL BUILDING LOTS EXCEPT LOT 1 OF BLOCK 1, LOT 1 OF BLOCK 2, LOTS 7, 25 AND 51 OF BLOCK 3, LOT 1 OF BLOCK z a omww � w 8 / h i 4 g LOAND OFT 1 BLOCKBLOCK FOR THECRIDENBAUGHMONAREA�D N CANAL TGE STORAGE LOTS. LOTS 70 AND F BLOC ARE COMMON DR LOTS. a N m o 6 41 0 K 3 DRIVEWAY o l 5 zz : moo / I g \ 4. STORMWATER RUN-OFF GENERATED ON THIS SITE SHALL HAVE A QUALITY CONTROL TREATMENT PRIOR TO BEING CONVEYED TO ONSITE STORAGE w a o a ~ FACILITIES. z l ` \ 10 5. PUBLIC UTILITIES SHALL INCLUDE WATER, SEWER, ELECTRIC POWER, NATURAL GAS, TELEPHONE, AND CABLE TELEVISION. Op Z w W w NWo3 � `- 6. THIS SUBDIVISION WILL RECEIVE IRRIGATION WATER FROM THE NAM AND MERIDIAN IRRIGATION DISTRICT AND THE PRESSURIZED IRRIGATION SYSTEM F = a = z I \ WILL BE MAINTAINED AND OPERATED BY CAVAN RIDGE SUBDIVISION HOME OWNERS ASSOCIATION. B ��' P P - 0 2 11 7. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE, RIGHT TO FARM ACT, WHICH STATES, "NO AGRICULTURAL OPERATION, C� AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION, 21 FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT Block 2 APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR f �� N6Dc 1 9 12 EXPANSION THEREOF. ' Z ' 8. DOMESTIC AND FIRE PROTECTION WATER SHALL BE PROVIDED BY THE SUEZ WATER. O j =we l � � 26 20 10 13 9. SANITARY SEWER COLLECTION SHALL BE PROVIDED BY THE CITY OF MERIDIAN. r` 10. IRRIGATION DITCHES THROUGH THE PROJECT SHALL BE PIPED WHERE THEY CROSS ROADWAYS WITH ALL STRUCTURES LOCATED BEYOND ANY ZO 27 PUBLIC RIGHT-OF-WAY. 25 24 9Z'/. 79 11 3 11. LANDSCAPED COMMON LOTS ARE LOCATED THROUGHOUT THE PROJECT AND ARE IDENTIFIED ON THE PLAN. THESE LOTS SHALL BE OWNED AND I- O 14 E MAINTAINED BY THE HOMEOWNERS ASSOCIATION. m ` 0p Ac9 Y 12. BUILDING SETBACKS AND DIMENSIONAL STANDARDS SHALL BE IN ACCORDANCE WITH THE CITY OF MERIDIAN STANDARDS IN EFFECT AT THE TIME OF o �O�' p� DEVELOPMENT. U) 4 fr. 28\ 23 t8 12 m Block 1 O O \ ¢ 75 13. ANY -SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN AFFECT AT THE TIME OF THE RE-SUBDIVISION. F- _ ¢ z a V �1 / �j 8 , 17 01 14. THE OWNER SHALL COMPLY WITH IDAHO CODE, SECTION 31-3805 OR ITS PROVISIONS THAT MAY APPLY TO IRRIGATION RIGHTS. ¢ Q a 22 N 15. A STORMWATER DRAINAGE EASEMENT SHALL BE RESERVED ON THE DRAINAGE LOTS FOR THE BENEFIT OF ACHD. LANDSCAPING OVER SAID LOTS W } 0 c �<, �•�\ \ 29\ \ 16 16 SHALL BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION AND ACHD SHALL PROVIDE HEAVY MAINTENANCE OF THE STORM DRAINAGE FACILITIES W AS DEFINED IN THE COVENANTS, CONDITIONS AND RESTRICTIONS FOR TREE FARM SUBDIVISION. 16. THIS PROPERTY IS IN ZONE X OF THE FLOOD INSURANCE RATE MAP NO. 16001CO234 H, COMMUNITY PANEL NO. 0234 H, WHICH BEARS AN Q Z cc 7 14 13 EFFECTIVE DATE OF FEBRUARY 19, 2003 AND IS NOT IN A SPECIAL FLOOD HAZARD AREA. d o BI k ��,\ ,•� I \ 17 Q Q t �.\\ ,0^ \ 20 W P30 J 0 a / U ��• O N _ \ - I E.- MONA LISP T Curve Table W W ZQ W �--.- . oi --------- - -- -- - ---- - •- - •-- -• - -- - -- -- - -- CL n e 19 Block 3 O Curve # Length Radius Delta Chord Bearing Chord Length LU � Block 3 ill LAN F " P P - O /) „ 2 31 6g 37 78 77 N 1 0 1 STfR 'fG�, C1 201 .87' 357.50' 32'21'09" N16°10'02"E 199.19, 0 0 W S00 03�03 E .qr$,�� E 38 16 15 14 v < C2 147.80' 261 .50' 32'22'59" S16'12'51"W 145.84' z 114.85 N�0 0� 5 J W a 00 '38'50„E TO 32 o �I J py-�? o C3 28.69' 378.00' 4'20'55" N29.36'38"W 28.68' Z m W O 4 w N89'57'55"E N$1 z r9TP� W < O N �� 178.93' 10g'77 Block 4 I 2 -�- 1/, f Of ��y�� C4 56J3' 628.00' 5'10'33 S69°4747 E 56J1' O N Block 5 3 o r tigE� $ , 8 Q Z co 1 + I ¢ P P - O C5 13.8T 572.00' 1'23 20" N71'40 17 W 13.86' V a Z 4 33 34 6 39 40 11 I BOUNDARY 0 12 f3 C6 21 .63' 250.00' 4'57'30" S62'31'31"E 21 .63' a - - ( 3 CERTIFICATION ovie - - _ - 41 t W 16 a 70 LAND USE SUMMARY OWNER DEVELOPER FILE: 10-16-141-PRE-PLAT 19 TOTAL AREA: 32.59 AC. NEW CAVANAUGH. LLC NEW CAVANAUGH. LLC JUB PROJ.M:10-16-141 W a - 56 55 54 53 I Block 3 TOTAL LOTS: 102 LOTS 2289 S BONITO WAY, #100 2289 S BONITO WAY, #100 DRAWN BY: --- m Eo M 4 RESIDENTIAL LOTS: 93 LOTS MERIDIAN, ID 83642 MERIDIAN, ID 83642 DESIGN BY: --- N 51 50 49 48 47 46 I45 44 43 42 9 B COMMON AREA LOTS: 7 LOTS CHECKED BY: ---- a W z N 5 COMMON DRIVEWAY LOTS: 2 LOTS _ ONE INCH _ O ( 7 6 RESIDENTIAL DENSITY: 2.82 DU/AC LAND SURVEYOR CIVIL ENGINEER AT FULL SIZE,IF NOT ONE s U) Z 52 TOTAL COMMON AREA 4.49 AC. 13.8% C 1�4 INCH SCALE CCORDI GLY ( ) MICHAEL BYRNS, P.L.S. SCOTT WONDERS, P.E. LAST UPDATED:6/6/2017 a -T - QUALIFIED COMMON AREA: 3.83 AC. (11.8%) J-U-B ENGINEERS J-U-B ENGINEERS E. RUMPEL LN S89°44 39"W 1323.00' AVERAGE LOT SIZE: 10,490 S.F. 250 S. BEECHWOOD AVE. 250 S. BEECHWOOD AVE. SHEET NUMBER: m L1 SMALLEST LOT: 6,955 S.F. STE. 201 STE.74.00'S89'43'33"W 10 EXISTING ZONE: R-8 BOISE ID 83709 BOISE, ID 83709 162 -376-7330 P P'O 1 O N a o v -Silverwat�r Subdivisiddn J-U-B ENGINEERS, INC. •� ` v�vch CD O CO co � v A f \ SS9 A2: \� pC o _ a� M vv� W o 0 r m 0 % , cr) v ` z L N C•7OC) 00 ' J \ r�zLd W 0c tL CP �� �v y o cv,. SCALE IN F T p � m \\\\ 6 •O\ \ \ f 3 v J A F \ �_ _'y RIDENBAUGH Al 8295 sf CANAL EASEMENT / . a s A V 4 EXISTING l V v /�' n V 7555 s 10' PATHWAY L N17-25C.00 30 E Cs . V / Cavet Ri�ge.,,Estates i to /"/ /l'// � ''�v �V�' x �307 sf �` �\ ` ������ \ a o A ( Subd' Itil0n NO _, f 10683 Block 1 / r / / -Cy( � / 6 �� � 721$ s� o \V 719 I � v� TEMPORARY / ` \ co O \ TURNAROUND '// -\ \ 8750\sf \ - wLU o 955 >• \ = a � EAS M E NT 3 \ v !/ 7050 sf '\ / // / � `^ '`\ \ j w F > co -,12018,sf\ zo 47060 sf/ L M y I ��y � A t70zz � w arJ 7 s J R 37.o R - w - - � z w w CV / � r / / 5• 3w o f \ � i � ? " / % / ♦ �� 18.5' � 18.5' �¢ q z O i tt ` . \ \ \ l JS 3/sf ? 1 \ \ 1 ozo maw m O ® _ ' DRAINAGE ] \ \ \ J I / j ,y✓ ? i \ \ \ 2.0 16.5' 16.5' 2.0 o w a vi w n w O EASEMENT y � cc • �` - ' i 1 1 �\ \ 6.0' 5.0' 3 g it b a �•t \ _ /` /J 7 .t 11 \ '/ S 0' 6.0' r- ~ r \\ 5 9�5 f r-- ¢ cvn lJ. vi i o �wzQ w \ / \ \ ` \. z.F m 0 N �� Cp. / 1. A �y y l ? t +. a v3 6 u �. / ;��3,D' i art • �z F�0 r \ - ASPHALT 0a � oa z SIDEWALK TYP. TYPICAL ROLLED CURB w a \ \ \ _ AND GUTTER - `. 327 sf _ _ / / 70' IP RIGHT-OF-WAY � xa3 � \ AL STREET SECTION \ 1 \\ \ o i \ 8 - >3 42 sf S 1. 3 UBLIC SIGHT OF WAY x w z A, /21 v v �' 21 \�\ 18544 f_ `\ Black 2 \ \ \ \ 8464 sf 8418 sf Block 3� �\', >/ �� - -_ _ _ 120.3' v , 1 i` .2' v 0 to \ I - w 26 -- v l TEMPORARY v. \ , �. \ / / ,9780 sf / �y �, TURNAROUND \\ \ \ \ \ (I� T e EASEMENT 20 \ 1 6�j A =/ v a 87 sf v y A v A10 13 � H \fig ,gyp. < J —,s3 s _ _ \ 7ss4f 1 / \ LEGEND Q < \ \ \ V A 7132 sf �V �`V O w PATHWAY EXISTING PROPOSED m = ~ V- \ \\ \ 1z4.3', U , 27 1� o \ O 1� \ \ 1 ts. \\ \\ _ ER LINE —s s— Cn O_ W \ ._. t \sf \ \ ` \ \ 5 \ / SANITARY SEW 5 \' PATHWAY \ \ `` PROPOSED PARKING \ \ s \ \ ✓ ---- .v ---- WATER LINE —w—w-- I— — �- \ ' 50 ' sf \V v \ 19 \11 iw AREA \ / 14 a ----aR - GRAVITY IRRIGATION PIPE we z Q a F \ - 882\4 sf \ 8374 sf \ 1 \ 7381 sf 8408\sf M Q Q Z _ \ o \ \ \ '\ \ \ -- PRESSURE IRRIGATION LINE nw uJ \ \ 134. ' i, O - so c - STORM DRAIN LINE s�so—w- W 0 d / r \ \ \0 \ '\ \ ` - \ \ \ \ \ O CENTERLINE - 0 jr LV Z TEMPORARYA 28 - -- v v = _ ' � y v O \ TURNAROUND '\ \ ` 18 \ \ \ \\\ \ \ Q \ ? t V) _ . . LOT LINE W aQ EASEMENT \ \ i 8340` f A 8975 sf \ ,�, sV ` V v v Y5 ; t? �� -_ _ ...-.....-. ...-.. 6 VERTICAL CURB & GUTTER G Z r4D \ \ y ROLLED CURB & GUTTER z F_ w ' 0 / `h1�76 sf V A A, V A V A V A y V V 907 sf Sicily F \.\ /I\ `� 117.8' \ \ I f \ Subdivision144 - 5' SIDEWALK LU X z \ ,f _- 141.2� \ \ - - -.._ - \ \ vt \ \_ �I I 10 SEWER MANHOLE w tir \ ro \ \ \ \ 22 - _ \ ,� \ \ \ \ \ \\ ' DITCH FLOW LINE I � IRRIGATION MANHOLE A STREET LIGHT \ \ \ \ \ \ 8340 sf \ \ { \ v t2, 25 sf \ v v v yr v. V A \ ww 19A6� p� TREE DECIDUOUS ~ \ \ \ \ \ i \`\ - 1 \\ \ \ \ 26'4.\\? \\ \ \8236 3f \ o\ \ \ \ TREE CONIFER \ \ v v y v - \ 1�3 v \\ / --��- EDGE OF PAVEMENT \\\ 11021 -sf, ti \ \ 14 ao o \ \\ .. 179.6' \ \ \ \ ^� \ \ / 8388 sf \ 9452-sf \ \ \ \ -- GAS LINE w a \ \ I ` _ \ \ \. \ \ \ \ \. \ FILE: 10-1&141-PRE-PLAT FENCE LINE d U r� \ ,.-- _ � \ �' � \. \� \ �\�.. -' - - � � \ �. _,, \ �_\ - < r - _ WATER >17�\ - -'• JUB PROJ.#:1at6-141 \ \ \ \ o \ LINE 12D34 s� - _ p- DRAWN BY: - w _ \ \ \ — — — f FIRE HYDRANT Y - m � .\ \ \ - Bloc K-�- \- \ \ \ \ ��. -__2� \ \ \ \ \ c \ \ \ \ 3 EASEMENT ? j CONTOUR DESIGN BY ., v \ \ fl tp*v, \ \ \ \ \ \ 9so2 sf \ L p \ _--2650 — — 5' C R LINE_ --- -- �. .�- \ CHECKED : -- ,_ -- -- -- __ .,_ N .,, \ '� _ _-z5 } -- - 1 CONTOUR LINE � NE INCH o i / _ �. - - _ �' \ \\ � �,�, \ \ \ , \ ` �.. \ � \ \\ \ +� �, ` \ c �\ - - � MONA L SA ST � , _- \�Nk 2 ar FULL slIz ,IF NOT ONE ���- --:-� .�\.�.—� —y��n >, ` .� —: �_ —'� _ -- — — _ J '=ffET— - INC SC ACCORDINGLY co' N / __ __.- - 8z• \ \ SHE 3 \ \ �`\ \\ \-8782sf\ \ ��, \ ,n - - _ - -- SHEET--- 3 LAST UPDATED:6/6/2017 -- -- - SHEET NUM P P 02 a 0 (nlEn NUB J-U-B ENGINEERS, INC. r Z > d Q O co Cro 0) COO M W Lu O N O C9 N U Z U OOMO 00 - = ++ N OD 0 50 100 0 m p a \J1 Z 00 U) Cn IL �\\ SCALE IN FEET Z) N co 141.2� \ \\ - - \� \ 8309 sf \ ` \ 22 \\ \ \ o \ w r \ \ \ \ \\ \\ -9763 sf \ \ \ \ \ 9.6 v v v A v A 46 \ \ \ \ '\\ \ h�a \ \ \ \ 16 \ \\ \ \\ ' \ 9848� sf \ 29 \ \ \ \ \ 4 \ \\ \ \ 8340 sf \ v 125 sf y v y v V A V A� A �'\ y 2,1 I p 11021"sf\ ry6 \ \ \l 8236 3f \ 1 4\\ m \ 13 \ \ /I N 6C73 0 8388 sf \- 9452`sf or WATER >1 7 \ a \ \ _20 \ \ \\ \ ^\ \\\ LINE -_T D34 Block—a- ' A v yv A v A V A v 81 EASEMENT -V � \ -0 9602 sf b \ a �, .o \ 111 — — — — _- a� - _- � EET�2 \'� \ � ��'—'19- ` _.- -.� � � .,. - __ - -t - - , _ = y�SHEET 2 � E. MO USA ST � 9 \ \ \\ \\ \ � - — _ SHEET 3 = Za -8.782 sf \ \\ \ �.- - - - +� -__� W F o AD a° \NI-.. \ \ \ \ \� \ \ \ \\ \ \ 1� \ �E � \ a \ - mom > - -31 \ \ \\ `9411\sf \ \\ \ \ \ \\ 8872 sf W\ \ �6>> \ \ \ =NO-= c m 10001-sf- - - � \ \ gl 4 sf \ \ \ \ \ off' \ \ \\ \ \ \ \ \^ \ \� \\ \ \ \\ \ \ 1 _\ / U) Z w 17 864s M \ \ A V �13305 sf v A 3wyowz _ -- - - , \ \ \ \ \ \ 38\\ \ \ \ \ \ \ \ \ \ \ �oLLaxW 0 \ LL Q K _ m ��R Z&gg \ \ \ \ \ s 1007 sf \ \ \\ \ \ \\ \\ 86 sf \ n \ 14 \ \\ \ o N a > z � \ ~\ \ \ \ \ \ \ \ \ 8620 sf \ li�l sf \ 155.4' - waLL � = cc 35„2> \ \ 9�� \ \ \ \ky. \ \60 6• \ \ \ \ \ \ \ \ \ .0' \ \ i w z Z V - -- - -A -... -. -8769 sf o/� I � \ \ \ \ \ V A A\ 72 4. \ V A v A v\ A \ r 2 Z< - U 1 \ \\° \ \\ \ \\ �4.5 \ \ \\ \ \ \ \ \ \\ \ \ \ \\ \ z� mo� 912 \ \ \ \ \ B \ \ \ Zz � �= _.2704-.—. _-� \ "� \ \ ;�\\\ \\ \ \\ \ \\ \ \. \ \. \ Hllt PnR \ \ \ 2 - — a O.a j LEGEND UQ � oz \ \ \ \ V A \ A V A \ V A .0' VA 10 v \ 3434sf vim, nu) wQ O K EXISTING PROPOSED - If - \ \ \ z ww \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ O G OPO xw � x � _00y� V v�N \I V A\\V AA \\ Vo V AV v v v v V �\ \ \\ \V A \V A V A 1�9.6' � _ -/ 'I icii z \ \ \ 40 \ \ \ \ „ \ \ \ \ �ci - - - - - SANITARY SEWER LINE —s s— _ - - - __ \ v v 39 \ v v v v A v V A<; y v v v J 34 ` \ \ \ \\ 12970 sf\ \ \ 14362 sf \ n \\ \ 11 \ \ \ \\ \ 3 \ \ \\ - � WATER LINE —w—w— _ -11028 \ \ \ 12832 sf \ \ 1 2 \ \ \ \ \, \ \\ \\\\\\ \ \ \\\\ \ \ \ \ \ \\ 10385 s\ \ \ 12058 sf \ \ I \ \ \\ \ --- ---- ,_- GRAVITY IRRIGATION PIPE w1 N E ww \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 3 W - PRESSURE IRRIGATION LINE \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ M STORM DRAIN LINE -ao—ao—sue\13D32 sf \\ — E. PI SA �R w _ I \ \ \. \ \ \ 28.4 \\\\ \ `\ \\ \ \ \ \ \ \ \ \\ \ \ p -.--.- CENTERLINE 50 3 \ \ \ \ \ y \ \ \v> \ \ O - --- LOT LINE -- \ s:1 \66 unk. moo. \ \ ` 10 \ \ \ \ \\ \ \ \ \\ \\\ \ 6" VERTICAL CURB & GUTTER O U) A v v 8s \ W \ V A \ \ w 2879 sf " \ \ \ \ \ \\ \ ROLLED CURB & GUTTER U - - - - �_ H \ .5' \ 65.5' \\ \�q \ -�> \ \ \ \\ \\ \` - _ 5' SIDEWALK c7 \ I \ \ \ \ \ \ \ \ \ \ \ \ \\\ \ \ \ \\ �\ \ \ \ \\ \ \ \ \\ \ \ \ \\ \ \\ \ \\ \\ \\ G SEWER MANHOLE ° 0 O w \ \\ \\ \\ \ \ \ \ \ \\ \ \ \ \ \ \ \ \\ \ \ \ Block' DITCH FLOW LINE m = F_ u. w I `Block 3� \ \ \\ \ \ \ \ \ . \ \ \ \ \\ \ \ \ \ \ \, \ \ \ \ IRRIGATIONS MANHOLE o Q J p \ -t \ \ \ \ \ \ \ \ \ \ \ \ \ \ 2 \ 19�@ sf \ 46 \ 42 \ \ \ \ \ \ \ , Cn rt w h45 44,, \ � \\ 143^\ o \ 9 \\ \ \ \ \ \ \ PATHWAY \ \ \ \ \ \ \ cn w \ \ \ \ \ \ \ \ ,. STREET LIGHT 0 U) ° - - - 12759 sf - - - m - 1�569 sf 12918 sf'\ \ 12331 sf \ \ R? \ ` \. \ \ \ \ \ \ \ �' 11813sf \ V v A \ _ a 8v v V y y v v v v v v v v TREE DECIDUOUS C� 0 F I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ^11679\f \ \a \ \ \\\ \ \ \ \ \ \ z Q w __ -- I A V A ti \ W v � y v •cA: V v 5 v v v v v v v A � TREE CONIFER < Z 0 - -\ \ \ \ \ \ \ \ \ \ \ \ \ '\ \ 6 \ \ 14890 sf \ \ \ \ \ -- __ _.. .k,, EDGE OF PAVEMENT W _ - a v A\ vvvv A �v yy A�\V vvv vv v A A\\V A \ A v y v \ v v vv v A \1816 sf' 9261 sf' \ \ GAS LINE W J a F \ \\ \ v v v v v ` vvv vv v A v vvvv v v �v v � v yv v v vv vv y w p r \ \ ` \ - \\ \\ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \\\\ \ \ \ — - 4� FENCE LINE V Q W a Q -- - - .- _ -. . _ — — 5 \ — E v. FIRE HYDRA \i. N89*44'39" ,1323.00't ` 'i \ ( _ 2650 — 5RCONTOUR LINE 7� Z _ _ �~ a \ \ \ y \ . } j I (} f \t� \ I ` �\� �, ,\ - t ' - -2 5^ --- -- t' CONTOUR LINE .>. U w a 0 o m - w a_ - FILE: 10-16-141-PRE-PLAT d O w LL JUB PROJ.#:10•i6-141 DRAWN BY: - m w _ DESIGN BY: --- d -' CHECKED BY: --- o w ONE INCH a i -�� a m ,AT FULL SIZE,IF NOT ONE - n co - INCH ACCORDINGLY SCALE 0 0. a LAST UPDATED:6/6/2017 N aSHEET NUMBER: a � � m P P-03 ro � 0 m a o 71 tt7 q^V. J-U-B ENGINEERS INC. l v vIrlA v ZyA \ / v v A A ^\ ` Cv .'�,-_-._, ,� 1 y h` 1 ; -` \ z ' \�\ /////A v v v v At: A 31 !\. '\ i , '-7. C- . �� N \,'�' Z. / // ,y,�+, - \\ ✓ Z •\ / Black j sf r ea 978G- \ \ \ M1 O fLi W N I\ MM U v/ C (u -6 r00 Z_rt U N OO 0 �l\ \ \' \ \ \.- 'F 47 sf\ 5 1� \ \ \ D 50 'I DD V N � : 1 \ \ 7`' \ \ ` ,` \ \ _ NCO \ ' - /f \ \ ✓ / / ' \ \ \ \ \ \ �., \\\\ \ \ \ _ ` \ PATHWAY \ UNPLATTED " \ \ \\ \ \✓` \ 1_/ -\ v _i \/ \ \ \\\\\ \\ \�. \ \ \ ' , j I l \ \ \ \� a 5 50 sf \ \ `24 W � � Ii _ Z � x3 ca SCALE IN FEET U-) m \ - \ \\ \ ' �i./ - - - - - - ✓ \\ \ \\ \ \ \ \ \ \\ \\ \ \\, \\\\\// // / /'�� 144.5' 1 !k I(I,,'' TEMPORARY \ TU �$ ✓%1 \ j RNAROUND'\ \ / y ✓ \ \ \'\ \\ \ \ \\\ \ \\ \ \\ \ \� !/ I EASEMENT \ \ V 8975 sf N31 31 1 5 W /i VV� VVA�V 14332'.sf --- --- / v. - - 0 - -- -- w v y - _ _ 0683 v A � ,. V: •.' 17 J /� — — /// A\\ . - A \ � 1 / 27.42'.�`AA� 22 V ' l j \ v ✓ v / I \ l�V \ / �/ r/ \ � V A L\ "9763-Sf OF �a ' •��� / , ; �� y � � //r//. 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FILE: 10-16-141-PRE-PLAT _ 0-16-141 �_ I Its �\ 80.01' \\ \\ \\ \y\\ \V A / I / COMMON AREA 28.0' 28.0' COMMON AREA m lil \\VA V v \ V A \ A \\ �1 �' / / J � � !'I w \' \ \ \ \ \ \ \ \ \ / / -- -- — r ' ' ' S.0 - DRAWN BY -�- I ; \ 1 / � ' 1� � 5.0 23.0 23.0 '`` z fit, a s \ \ \ \ \ N89'39'47"E '.639.51 - w - .,- 5.0' VARIES DESIGN BY: -- ! p V IES 5.0' CHECKED BY: - o w ! 1 � � / - AU 7 '7 - / % 1 l I / . i ( ,. �— I _ _ ONE INCH a w / / / / / AUI�PEI[ LN 1 J FULL SIZE, Moro NE INCH.SCALE S89'43'33"W\ 1074.00' ORDINGLY LAST UPDATED: s J ✓ / =\;= \ m\ \ \ \ 1 i 1 \ \ - ASPHALT SHEET NUMBER: a r,,'J ; _ \ UJ SI EWALK TTYYP r� 1; � Yii \\ — % ✓ - = \ _ _� i �- l w D TYPICAL STREET SECTION 7 VERTICAL CURB m ! �! , !}r,- --- - - -- �' ✓ /ri = ,-__ _ \�j _ _ ✓ -_ _✓ --�( j-' 56.0' PUBLIC RIGHT-OF-WAY AND GUTTER TYP. P P-04 - NTS a o OF toolo 0 N � �� ei X \ \ \ \ \ \ \ \ ..' \�, id /.� \\,tv i -, ENGINEERS, INC. "-P \\ \ \ \ 1-U-B ENGINEE C `\ vit � t.3 SSWR-2 vy � rn Ch '//// �/�'/ � \_`� �y \Av� �V`IA Ili O � O CO � O N � v % , 7a \ Lu r �/ i / 0 100 200 Z_ V00 r v cl v A \ x,4 _ , .- ''ti, U F ^�, ��, f �,,.�- �, l V �. :vwvv� ,� / l ; i), ' r.�l Z. m C X `UNPLATT�ED MH /SSWR- W N r ti SCALE IN FEET m 0 o_ j \ s LO � y \ vAa..tr \ ,✓l� .lr / BIOck 2 _ � MH SSWR-4 , -:'vA'�.- ',' C '�_��1L�j ,. �`�V�\��/wv �.'v � v .. � A ^ � \ /- 1 2� l� � i � .,V v y � � v \ ` v4 v v v 10 � 1 13 ; ` v �. z A A� 1 83 - � �`� \\�` V�� ��' \A�.A/L-��\�� ✓%.I "- �\��A ��� � �A r� ' � �V � V A`.� \ \ \ \ �sEOF �5 v > Y v Y/�2 12� i AMH SS -18 VAS y V v 'r�" ,-c \ ✓"�;��/ / /A V// �_. > A f �,. �_i1,�\\ //L v V A v v -� -'- \ V A A V A A V --� _ A w .+ ,� v v i UJ MH SSWR-25- \ -- 21 a,4\ \ \15 \ \ '� ~ MH SSWR-5 � �, �a - vw, MH $ R-19 \ \ t. \ \ I'„J \\ \ z \ \ \ \ \\ l MH SWR-20 T ¢ > m r > \IOC ci-i i�\\ _ ` \\ \ \ \ \ \ \ ''E. M A LI�A STNzaZ3 ¢ iJ } � , \« - J \ ,t \ - z ow w �\ \- 6: z \ i\ v t _ - - /'tr (` \ \ \\ _ 1 \ \\ \ \ \\ \ \ 6� H S$ 21 \ \ \ MH SSWR\6 \ u¢ � � � °° > z r V ✓ ) r 1 v A A A - A \.A A A - A i �. SSWR-26 \\ \ \ \ \ \ 17 \ \ \ 1 \ \ O y a d w w p -- -- < -�� \ \\ �E\38` \ \ \ 1`6 v`� \�4 \ \ J 01- w 06 a \ \ \ \ \ \ \ \ - . . � Lu chi � � zao waf w V A \ V A ZEE 0 � . V A \ - v - 2704, . A. V AA \ V A A V A \ A A2 '� { I- z � �0 8 \ y Block 5 v v v 3 v v --2 09 MH SSWR-27- - v v V�vv v v v A v v v v v v v v t l w z w `Q v v v y v y \ v v v v y r y v MQOa � 271C2710 / _ . . . . . . . . . _ cn ¢ a i� Z W o W ,1+0� -1s.+�o - �,� _ \ >> \ _ -- - - - --- _ _ - \ \ \ \\ \ \\ \ \ \ \ .12, \ 13 \ /. . I o - J U \ \ \ \ \ .�: �\ \\ \\ \ \ \ \ \ \ \\� \ \ \ \ . \ - . . . . / . . Nw0O - \t x - - MH SSWR \ \ - - - - - SSWR-10. \ \\ \ \ \ \ \ \ \\ /\ \\ \3 ` \ .00, r .wxa33 0 g MH SSWR-14 \ - \ _ �e+oo 1?+00 - 41'. \\ \\ \ \ \ \ \\\ . \\_ \ \ \ _ . . . \. -- M SSWR- 3 - - \ \ \ \ \ \ \ _ : . _ _ __ . . . . . . . . . . . . . . . - - r - \ 1 MH SWR-30 - - - - \ \ \ \ \ \\\\ 7W-- c \ \ \ I \. \\ \ \ � _ _-56 - 55 ,, 54 \ 53 l - - - - \ \\Block 3 \ - \ \ SSI \ \ \ \ t \ \ \ �� \ \ \ \� \\ \ \ \\ \. \ MH SSW -50- ' , -49 \ 48 47�- - - 46 4 5\ \ 44, \ \43 42 9 \ \\ \\ \ \ \ \ \ l�+ t � _. f mm RUMPELL -a -- \ _ - HORZ 0 60 120 .� / . . O'^ -.� __. �-�- -.' - � ACC�\\ �� ..- - - -. ___ -' --- _- -. �. � - \ 2 �• I . . . . . . . . . . . . . . . . . ._ . . . . . . . . . . . . . . . . . . . . . . . I _ VERT 0 5 10 0 1 �� \ - ' - - - -- ti : Z SCALE IN FEET - / _ p _ = a Q ww _ / \\ /� 1j04 I mu) W Q Z J a UNPLA ED . _ - . . . . . . . . . . . . . - - / . . . . . . . . . _ / =W F67 �� 31.8 _ � Cn J . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ,. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . iiG. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . LU CC a .. _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :. . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . _ I �� - - ._ . . _ W 1 _ _ - _ w . . . . . . . . . . . . . . 0 67 / k Q w . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . :. . . . . . . . . . . . . . . . . .0 SEWE �. . . . . �' �. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . _ I U _I. . . . . . . . . . . . . . . . . . _ . . _ - - - . - . . . . . . _ . . . . . . - . . . . . _ . . . - _ - . - . :-_ . - _ . . . . . . : . . . . . . . . . . . . _ . . - _ . . . . . . - . . . _ . . . . . - . . . - . . . . . . . . . _ . - - . . . . . . . . . . _ . _ _ - - - . . _ - _ _ _ . _ . . . . _ . . . _ . . SSWR-9 � 1.37 _ . - . . . . _ _ . . , . . . . . . - . . . . . . . . _ . _ . . . . . . - . . . . . . _ _ . . - - . . -_ . _ . . . . . . . . . _ _ - . . . . . . _ . . __ . - . . - _ . _ RIM: 2697.78 N // gk - 8" IN: 2677.18 (W) h _ _ <. . _ . _ . - - . . - . - . . . - . . _ . _ . . - . _ - - - . - . . . . _ _ . . __ - . . . _ _ 8" OUT: 2677.18 (E) w w 66 ...® 1 04% MH SSW FILE 1C>-16-141-PRE-PLAT 8 ' _ _ _ +1RM 2682.94.- _ . . . _ . . - _ . - . - . #:1a16.141 _ . . . _ . . - . - . . . . . . . . . - . . - . . . . . . . _ � 851N: 2673.12 (W) - . . . . . . . - - - DRAWN BY: - - . . . . . . . . - . . 0% MH SSWR 7 m 1.1 STA.Lu 26+RIM: 0.00 8 OUT: 2673.02 .(NE) . . . . . . . . . . .9.6DESIGN BY: -- RIM: 2675.81 . . . . . . . . . . . . . :. . . . . . . . . . . . . . . ._ . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . :. . . . . . . CHECKED BY: -- MH SSWR-6 8" IN: 2667.23 (SW) a - . . . . . . . . . . . . . . . . . . - 13 .8 LF 8" ® 0.41% . . . . . . MH SSWR-5 STA: 28+30.66, 0.00 8" OUT: 2667.13 (N) . . . I ONE E INCH o, m 65 - 138.8 LF 8 ® 0.41% RIM: 2669.67 _ _ _ _ . . . . . . . . . . . . . . AT FULL SIZE,IF NOT ONE STA. 29+24.43, 0.00 „ 8" ® 0 40%. . . . . - - . . . . . . . . RIM: 2668.36- . . "8 IN: 2660.18 (S) CH SC ACCORDINGLY MH SSWR-2 MH SSWR-3 MH SSWR-4 8" IN: 2659.14 S . . . 8 OUT: 2660.08 (N) . . . . . . . . . . . . . . . . . . . _ _ . . . LAST UPDATED:6/s/2017 _ . . - ( ) STA. 33+70.88, 0.00 STA. 32+28.05. 0.00 STA. 35+13.71, 0.00 _ - . _ . . . . . . . . 8" OUT- 2659.04 N) _ . _ . . . . _ . N a RIM: 2673.45 RIM. 2678.12. " RIM. 2663.45 ( I SHEET NUMBER: a r. 8" IN: 2655.06 (S) _ 8 IN: 2655.73 (S) - PP-05 a v . . . - . . . . . . . . . _ . . . . . . . _ _ . . . . . . . . . . . . . _ . . . . _ -18" IN: 2654.39 (SE) . . . . . - . . . . . . _ 0 65 8" OUT: 2654.29 (W) 8" OUT: 2654.96 (NW) 8 OUT: 2655.63 (N) o 8+40 38+00 37+50 37+00 36+50 36+00 35+50 35+00 34+50 34+00 33+50 33+00 32+50 32+00 31+50 31+00 30+50 30+00 29+ 0 29+00 28+50 28+00 27+50 27+00 26+50 26+00 25+50 25+00 24+50 24+00 23+50 23+00 22+50 22+00 21+50 21+0 a o 2725 . . . . . . . . !. J-U-B ENGINEERS, INC. . . _ 72 > -- _ 2 0 Z . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . :. . . . . . . . _ . .I. . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . _ . . . _ _ . . . . _ _ XISTING.GR UND. _ . . . . _ . . " _ . . . . . . . _ . . O SEWER .. / . . . . . . . . _ . . . _ _ p r 0) n co 2715 W N r, m C6 8 W M N . . . . . . . _ . . 2 04X - N N � . . . . . . . . . . . . . . 8» 0 Q ?� . . . Z m u) _ N 710 HORZ W (n o ca ul) o_ . . . . a» ® oss%. 2 0 60 120 r � 59.6 LF m Lf) m � �O VERT 0 5 10 � N _, _ . . . . . . . . . _ . . . . . . _ _ . . . . _ . . . _ _ SCALE IN FEET 2705 i o A f + pJ Ia d4 Na _ . . . 1 _ _ . . . . 70o N 3 0 p Z= _ . MH SSWR-30 _ _ _ . . . . . . _ _ . . . . . . . . �rF 6H`o'� 2 �W RIM: 17+71. 4. 3.41 R. _ . _ _ . . . . _ _ _ . ,JasCO OF NOEQ _ . . _ . 0 U N 8" IN: 2702.93 (W) . . . . . . . '�� F b 8" OUT: 2702.83 (E) 2695 rr wo ®. . . . . . . . . _ . . _ _ . . . . . . . MH SSWR-14. . . . STA: 10+98.28, 0.00 w :. . RIM: 2722.11 8" OUT: 2713.22 (E) _ w w p bk MH SSWR-12 MH SSWR-13 2690 w rx z ° STA: 15+57.07, 6.35 R STA: 12+93.94, 0.00 N w w RIM: 2714.55. . . . . . . : RIM: 2718.94 ,. . . . . . . . . . o ui F a 8" IN: 2706.79 (W) _ _ . . . . . . . 8" IN: 2709.31 (W) _ _ _ o ow m F m 8" OUT: 2706.69 (E). . . . :. . . s" OUT: 2709.02 (E) _ . O w O 0 - 0 ._ 2685 �0ZZ� W z 0 S2 W g z R p'CooEj Zwi U, Z Q O LL G a w m W < t O 3� 2680 rc = W3Zz c¢i MgHwop a .® . . . . . . . . . . . . . . _ . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . C7 Q O . . . . . . . . Z � wo 0 (0 a to R F D0 F-zero_ _ . . . . _ . . _ . . . :. _ . _ _ . . . _ . _ _ . . . _ . . . . . . _ _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O N x ¢ MH SSWR-10 67 o z w O STA 20+10.37, s.47 R HORZ 0 30 60 O _w w _ _ . . . . . . . _ _ RIM: 2707.60 _ . . . . . . . . . . _ . . . . . . _ _ _ . . . . . _ . . _ . . . . . . . . . . . . . :. . . . . . . . . _ . � mop B" IN: 2681.32 (W). . . . . . . . . . . . . . . a 3 3 8 OUT: 2681.22 (E) _ . . Ti- i(ji . . . . . . . . . . . . . . . . . . . . . 8" OUT: 2681.32 (N) _ . . _ _ _ . _ _ _ . I IN E . . A _ _ . . x w VERT 0 5 10 2670 SCALE IN FEET Foo 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 2685 2685 z c0 6 _ _ . _ . . . m _ _ _ _ . . . . . : . . . . . . _ . _ . _ .i . 0SEEWER RO _ _ . _ . . . _ . . . . . Q UND:. J J _ _ Cn p a - 2675 _ . _ _ . . . . _ . _ LL _ ----- -------- ------ _ 2675 cr Q - -. . . . . . . . _ _ _ . _ _ _ _ -.- QZ: ¢ a w . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . _.c- . . . . . . . . . .-- _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . ._ . . . . . . . . . . ._ . . . . . . . . . . . . . . . . . . . . . . . . ._ . . . . . . . . . . . . . . . . . .. . . . . . . . . - .-._._ _ . . . . . . . . w _ 7.1-- - xcc � U PLATTED _ . . .. . . . . . _ _ . . . _ _ _ . . _ _ _ . _ _ . . . . . _ . . . . . . _ _ _ �-��. . ._ _ . . . . . . :. _ . . _ . . . . _ . . . . . . . . . . . . _ __ . . _ . _ . . . . _ . . . _ . . . _ . . . . . . . . . . . . . _ . . . . _ _ _ LLI �_ � W _ . _ . . . _ . _ . _ . . . . . . . . . . _ . . . . .. J J !!�� w 2670 - __ 2670 V W w W _ + W a (A ~ -_ w 2665 " rr 2665 w - O . . . . _ . . . . . . . . . . . . . . . . . . . . Q . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . U w _ _ . _ . . 1 2.5 8' 0 0.6 _ . . . _ _ . . a _ . . _ . _ . . . 169.5 s" 0 0.41% 0 2660 2660 .�. . _ . . . . . _ _ . _ _ _ _ _ . . . . . _ . . . . . . . . . 41• uj . . . . . . . . . . . . . . . E o 2655 0 .1 LF 8" 0 .41X MH SSWR-20 MH SSWR-21 2655 w a ,79.1 LF 8" ® 0.41R .. . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ._ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . A. 1 65, 0 . . . . . . . . . FILE: 10-16-141-PRE-PLAT - STA 16+36.18. 0.00 . . 7 RIM: 2672.03 . . JUS PROD.#:10-16-141 MH SSWR-19 d _ _ . . . . _ _ . . . . . . . . . _ . . _ . . _ _ _ . . . _ . _ . . . . . . . . . . . . . . _ _ . . . . _ . . _ _ . . . . . . . . _ . . . . . . _ RIM: 2674.74 ' " STA 14+62.72. 1.00 B -0UT: 2662.56 (W) DRAWN BY: w' _ . . . . . . . . . . . _ . . . . . _ 8' IN: 2661.62 (E) . . . . . . . . . . . . . . . _ . . . . RIM: 2675.29 m w MH SSWR-16. _ _ . . . . MH SSWR-18 _ . 8" IN: 2660.93 (SE) 8" OUT: 2661.62 (NW) , . . . . . . . . . . . . . . . ---- LL STA: 10+25.00. 0.60 STA: 13+17.19. 0.00 8" OUT: 2660.83 (NW) DESIGN D a c 2650 RIM: 2668.12 RIM: 2673.40 B50 CHECKED BY: ONE_ O _ _ . . . . _ 8" IN: 2653.97 (SE) . . . . _ _ . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . .. . . _ . . . . . . .8' IN: 2655.25 (SE) . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . CHEAT FULL SIZE,IF NOT ONE a m 9" OUT: 2655.15 (NW) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . INCH. C ACCORDINGLY c a . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LAST UPDATED:6/6/2017 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :. . . . . . . . . . . . . . . . . . :. . . . . . . . . . . . . . . . . . : . . . . ...... _ HE NUMBER: SHEET a ' 2 � d 2645 645 12+00 12+ 0 13+00 13+50 00 14+50 15+00 15+50 16+00 16+ 17+00 17+50 18+00 18+ 8 10+00 10+50 11+00 11+50 P P-0600d LIN a p JAB 2710 2710 _ . . . : . . . . . . . . . J-U-B ENGINEERS, INC. _ . . . . . . . . . . . _ . _ . . . _ . _ . _ . . . . . _ _ _ . ._ _ . . . . . . . . . . . . / _ . . . . . . . . . _ _ . . . . . . . . . . . . . . _ Z 2705 _ > 2705 // / 2705 qt 2705 �.�.� . . . . . . . . W � 0O o . . . . . . . . . . . N I ^ co i . . �.\ M E C w cal co M N EXISTING. GROUND . . . . . . . . . _ _ . _ _ . . . . . _ . . _ . . . . . . . . . . . ® SEWS Z U N 00 M R � 0 700 — = I N 2700 / 2700 . . . �. . :. . . 27 0 \ . . . . _ co � 2 / N a. _ . . _ . . . . _ . . _._ _ . 2695 �� 2695 Lc) m 2695 / 2695 ' _ _ . . . . . : . . . _ . . _ . _ _ . . _ . . . . . . . . . _ _ _ . . . . . . . . _ . . // _ _ . . . . _ . _ . _ . _ . _ _ . . . _ _ . . . . . . . / _ _ . . . . _ . _ _ . . . . . . . _ _ _ _ . . . _ . . . . . . . . _ . . _ . _ _ . . . . . . _ . . . . . . _/ . . . . . . . . . _ _ . . . . . . . . . _ . . _ _ . : _ . . . . . . . . . _ _ . . _ _ . . _ . . . . _ . . _ _ / . . . /✓ 269 2690 2690 _ _ . 2690 _ . _ . . _ . . _ . _ _ . . . . . _ AEq yin 0 . . . . . . . . . . . . . . . . . . . . . /. p_ . . . . . . . _ . . . . . . . . . . . . . . . . . _ . _ _ .��. .-i _ _ . . . . : . . . . . . . . . . . .� A _ . . _ . _ _ _ _ . _ 106C7� 2685 / 1 2685 2685 285 y�1lP soorr wog°�' . . . _ . . . _ _ . . . . WR 27 _ . MH SS - �'� STA: 14+35.07, 0.00 f . . _ . _ _ . _ . . . . . . . . _ '. . . _ _ .: . . . . _ . _ . . _ _ _ RIM: 2706.30 8" OUT 268 _ B80 2680 : 269 . 2680 i w w V. . . . . . _ .. _ . 66 . . _ . . _ . _ . . . _ . . . . O? _ . _ . . . . . . A 11+ SWR-22 _ w o 8 (N) 0 Mk SSWR 10 2 ® STA. 10+18.64, 1 MH S 8* IN272 86 32 (W)12 7 RIM: 2696.01 °_?a �39 3 8" IN: 2682.19 (S) y o ub ¢ . . . . . . . . . . . . _ _ _ _. _ . _ . _ _ _ . . . . . . . . . 8" OUT: 2681.32 (N) O w M Lu ¢ 2675 2675 p j m m 2675 2675 10+00 10+50 11+00 11+50 11+95 z ww o = c 140.0 LF 8" O 1.03R. . MH SSWR-26 z z z 3 m STA: 13+12.28, 0.00 i N v a . . _ _ . RIM: 2696.24 O LINE D 3 o two Z W W z 7MH 8" IN: 2682.18 S o LL 4 = z O ozo 0a WSWR-25 __ . 2670 -STA.- 11+68.98, 0.00' 8" OUT: 2682.08 (N) 2670 w N a c ¢ m > z MH SSWR-24 c6 O RIM: 2674.20 (g). M o 0 w o- STA: 10+25.00, 0.00 _ . . . . . . _ _ . _ : . . . _ . . . . . . . . . _ . . . Er ywOwm a RIM: 2680.67 _ . . . _ _ . . _ w W z z > O cr 8" OUT: 2674.10 N ¢x wX.- z z U - _ . . . . _ . . _ . _ . . . . _ . . . . _ _ . . . . . . . . . . . . . . _ m 2665 2665 HORZ 0 30 60 a' R o a �Z � �o x 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+504+60 E ¢o a c0 0 z LINE C VERT 0 5 10 a Fli 0-ZW � G SCALE IN FEET T En w a 3 W z C/) c� 0 w m -r a w cc U) 0 aJ F' } O QQ ZC w W cr x W p W 0 � ww 0 W Ic (n cc a w Za vFi W 2 Q w U 0 a w o m 7 U N N 0 C w a FILE: 10-16-141-PRE-PLAT d o N J w a DRAWNY#-10-16-141 m w DESIGN BY: - LL CHECKED BY: --- o w ONE- a a m AT FULLIIZE,IF NOT ONE CH C ACCORDINGLY m N LAST UPDATED:6/6/2017 a SHEET NUMBER: N -07 o a o