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CC - Pre-plat BOUNDARY LEGEND P R E I V I N A RY PLAT FOR KACHI�VA <JUB O POINT N ESTATES � I VERWATER SOUTH - Subdivision Boundary Line SU DIV ION L SU 5 R! GS a SIL BQMSION - - - Section Line J-U-B ENGINEERS, INC. SITUATED IN THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 30, f ---- - - Center Line AB I CR E SUBDMSlON TOWNSHIP 3 NORTH, RANGE 1 EAST, BOISE MERIDIAN �_ '� - Right-of--way Line vl DRY R AD C) - - - Existing Parcel Line � z ¢ � o CITY OF MERIDIAN , ADA COUNTY, IDAHO. -- Section Corner - c) -a o � � a C) r � E 2016 I� SUBDIVISION Lu o Q6 O] > � - Quarter-Section Corner SUBDIVISION 3 TUS Y � � � � Cn � LINE TABLE 0 100 200 - ,> NO I = VILLAGE LLI CV ce) � LINE# DIRECTION LENGTH o Found 1/2" Rebar - � q Z � � � � o p - Found 5/8 Rebar ® (� N Z3 L1 N89'42'09"E 18.26' Z m U) — tv LU 43 20li L2 NO0.17-51-W 85.01' SCALE IN FEET PROJECT ' SICILY - ROSELEAF } U) L3 N89'43'39"E 62.62' LOCATION U D I N S B SIN — Im a .o ° L4 545'06'38"E 28.20' - � �E -1 3 CV m L5 500'03'05'W 22.40' CURVE TABLE FIT L6 S$0'00'03"E 43.00' CURVE# LENGTH RADIUS TANGENT DELTA CHORD BEARING CHORD LENGTH �\ VICINITY MAP L7 S89'56'55"E 120.33' C1 48.35' 278.50' 24.24' 9.56'52" S5'O1'31"W 48.29' SCALE: 1"=800' � A � 9�F or orr wflN°�. Basis of Bearing SHEET INDEX r N89'42'09"E 2450.83' - _ E. 1/16 SHEET NUMBER SHEET TITLE Corner 19 20 w 24 19 19 E. Victory Rd. - N89*42'09"E 2640.01' - - - _ _ _ _ _ �r PP-01 BOUNDARY AND PROJECT INFORMATION n a - - - - - - - - - 1320.09' uE a 25 30 30 - 1319.92 [Bare] 30 29 PP-02 EXISTING AND PROPOSED CONDITIONS ° F a CIE PP---03 SEWER PROFILES 11�~ n LU L d�❑ F� ¢ Q m m � E U w � a e m J � ~ a � ooE LD ❑ � � z 0 ❑ uco � I <LQ � = gym j 2 E W O I D ❑ i.- LU0 [L NOTES: � o �i � ° T� LO 1. CONTOUR AND SPOT ELEVATION DATA IS REFERENCED TO NAVD '88 DATUM. ¢ En U_ o 2. ALL STREETS PROPOSED IN THIS DEVELOPMENT ARE PUBLIC STREETS AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ADA z z I I 0 � COUNTY HIGHWAY DISTRICT (ACHD) STANDARDS FOR PUBLIC STREETS WITH A MINIMUM GRADIENT OF 0.40%. g Q Q a 1z' n •.yN5 3. ALL LOTS ARE RESIDENTIAL BUILDING LOTS EXCEPT LOTS 22 & 27 OF BLOCK 11. LOT 17 OF BLOCK 14, AND LOT 5 OF BLOCK p z IY ¢ E tl,�pt �[ Jpa� 16, WHICH ARE COMMON AREA\DRAINAGE STORAGE LOTS. o o �o. Iam �o, >n p 4. RATED ON THIS SITE SHALL HAVE A QUALITY CONTROL TREATMENT PRIOR TO BEING CONVEYED TO STORMWATER RUN-OFF GENE .. -.-:::::.........•.. � - - - - - - _ � - - .._._ ►�7 �- ON51TE STORAGE FACILITIES o 5. PUBLIC UTILITIES SHALL INCLUDE WATER, SEWER, ELECTRIC POWER, NATURAL GAS, TELEPHONE, AND CABLE TELEVISION. - 6. THIS SUBDIVISION WILL RECEIVE PRESSURIZED IRRIGATION FROM THE EXISTING SILVERWATER PRESSURE IRRIGATION SYSTEM AND SHALL BE MAINTAINED AND OPERATED BY NAMPA AND MERIDIAN IRRIGATION DISTRICT. I 7. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE, RIGHT TO FARM ACT, WHICH STATES, "NO AGRICULTURAL GI I I i OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY I CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR I I MORE THAN ONE (1) YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR 2 n N89*43'39"E 696.53 WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR FJCPAN510N THEREOF." Q Z L2 �� Block 15 r I F 8. DOMESTIC AND FIRE PROTECTION WATER SHALL BE PROVIDED BY THE CITY OF MERIDIAN. ❑ r N89"42'09"E ; 22 21 20 19 18 17 16 15 14 13 I I I f 9. SANITARY SEWER COLLECTION SHALL BE PROVIDED BY THE CITY OF MERIDIAN. Q 1 156.50 r ° 10. IRRIGATION DITCHES THROUGH THE PROJECT SHALL BE PIPED WHERE THEY CRO55 ROADWAYS WITH ALL STRUCTURES LOCATED a r BEYOND ANY PUBLIC RIGHT-OF-WAY. Z Cc Lon � — � 11. LANDSCAPED COMMON LOTS ARE LOCATED THROUGHOUT THE PROJECT AND ARE IDENTIFIED ON THE PLAN. THESE LOTS SHALL BE � � LL E. Pistioo Dr. —: - - - L- OWNED AND MAINTAINED 8Y THE HOMEOWNERS ASSOCIATION. Z 0 I - - 12. BUILDING SETBACKS AND DIMENSIONAL STANDARDS SHALL BE IN ACCORDANCE WITH THE CITY OF MERIDIAN STANDARDS IN EFFECT ❑ - —T^ _F AT THE TIME OF DEVELOPMENT. Block 11 7 13. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN AFFECT AT THE TIME OF THE W a LL 17 18 19 20 21 23 24 25 26 2 t3 s RE-SUBDIVISION. ¢ O c, �I 16 '` L7 Point of Beginning 14. THE OWNER SHALL COMPLY WITH IDAHO CODE, SECTION 31-3805 OR ITS PROVISIONS THAT MAY APPLY TO IRRIGATION RIGHTS. Q _ IL 15. A STORMWATER DRAINAGE EASEMENT SHALL BE RESERVED ON THE DRAINAGE LOTS FOR THE BENEFIT OF ACHD. LANDSCAPING � Z 22 a 6 + 2 OVER SAID LOTS SHALL BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION AND ACHD SHALL PROVIDE HEAVY MAINTENANCE OF w LO Block 1 ��'' 0 THE STORM DRAINAGE FACILITIES AS DEFINED IN THE COVENANTS, CONDITIONS AND RESTRICTIONS FOR SILVERWATER SUBDIVISION. W 0 N 16. THIS PROPERTY IS IN ZONE X OF THE FLOOD INSURANCE RATE MAP NO. 16001CO2345 H, COMMUNITY PANEL NO. 0234 H, F 39 38 37 36 35 34 33 32 31 30 29 28 J � ' WHICH BEARS AN EFFECTIVE DATE OF FEBRUARY 19, 2003 AND IS NOT IN A SPECIAL FLOOD HAZARD AREA. a Co z m 3 � � �� C!] w 0 L =.LU L1 - - - - E. Ionia Dr. _ _ _ —_ _ - --- __ Block 1 fi LAND USE SUMMARY D _ � a _ 1 4 0 � TOTAL AREA: 12.08 AC. � W , 0 T TOTAL LOTS: 52 LOTS O m r " Block 9 ¢'4 Block 7 RESIDENTIAL LOTS: 48 LOTS I AC n 4.3 p 4 25 2� �7 01 9 S 7 6 5 4 3 2 1 'per � � COMMON AREA LOTS: 4 LOT � r 01 1 5 Ul COMMON RESIDENTfAREAAL ENSITY: 0.44 AC'(3.65%) [� 0 r - 42E: 8,698 S.F. - � NE1/16 AVERAGE LOT S m -.. ......... ...... ......- IRR w SMALLEST T -- _ 4- S89*42'47NV 1110.00' 3 EXISTING ZONE: R,887 S.F. N OWNER U DEVELOPER � � f � I I � j w _� I �. �. VIPER INVESTMENTS, LLC TRILOGY DEVELOPMENT FILE: 10-16-060_PRE-PLAT ` " f a,��y�o -L_ �_ I ANp PO BOX 359 SHAWN BROWNLEE �lus PROJ.#:ID 16-060 CO i - — �- I S�'0 r S MERIDIAN, ID 83680 9839 W. CABLE CAR ST. DRAWN BY: --- m 6 ��I I � �� I ��o� q� too BOISE, ID 83709 DESIGN BY: B wJ �I% S p5�' a 208-895-8$58 CHECKED BY: -- o LL �-- —T —� d m �'=-s ; ' ` F ' T s,�' 1 LAND SURVEYOR CIVIL ENGINEER EL TT T OF MICHAEL BYRNS, P.L.S. SCOOT WONDERS P.E. LAST UPDATED:611512016 N E� S . J- U B ENGINEERS J-U- B ENGINEERS SHEET NUMBER: 250 S. BEECHWOOD AVE. 250 S. BEECHWOOD AVE. STE. 201 STE. 201 �\ M1 m , I BOUNDARY BOISE, 4D 83709 BOISE, ID 83709 P P -n V 1 ' I I CERTIFICATION 208-376-7330 208-376-7330 o � Z ❑ .................. __-_-_. i I I I ¢1iA.l V I t t t - I L w -- -w ----w---- -w- - w - € e �,�d �pt� ---, -----PIRR --- - - r - J-II-B ENGINEERS, INC. - - - - - - - �._._....... y� --- =- - --_- -- - --- �r�- --- -- .-_. ..__............. -PIRR----- -PIRtd-- ------r{ftR -PIRR... -.. .:. �I - :RR_...---PIRR-----P - �"-' _ - - �. .. - _�� _ryy ,. i1 3 ----_....... PI[tR-- -�------- P+ PIRje �.�_Pltitt=_._;--_..^._ggv�._ _ - - l - - 50_....U. - .�'-"' -------- -- 97.5' 75.0' 75.0' 75.0' . - 75.0' ,. T74.4' 74A' ,•75.4' � 7 ,� ! I .� _ . _ - � _RR I I _--��-F7RR RR-- -P ;ERR_ , � CONNECT TO I = I I r a ` a �- - - - - - - � I v EXISTING 1 1 c"� ci7 Block 15 � f IRRIGATION r- t33 ~ m E • - I I i co ;n ;n ;� in l/:;n ;n PIPE ;n in uy in III N ! I I V 0 cA 01 ❑ I III ' 22 21 1 20 � 19 "i 18 --'"1 1 f � 16 vi ' 15 r 14 ^� 13 IWI,J N c+� nl ! , r• co 0 I II i i 10211 SF 8513 SF 8512 SF 8513 SF.\ 8512 ,SF 1 7945 SF 7945 5F 8513 SF 8512 SF III , { I I i i I z V Cl) CO 00 C] 7 L - _ _ _ - _ � I ` 1 \ I III II i �' � - 0 50 100 - CONNECT; TO i _ CONNECT TO \ � m -� I 713.5'. .-_. _.. : ': EXISTING T T I E [� f' I i I C x EXISTING �, - , WATER LINE, WATER LINE [ - z I u J uj O c0 I 63.0' 75.4 _ -- 75.0'• 75.0 75.4 15.0 70.4 70.0' 75.0' I m - -� - I � _ _._.. SCALE IN FEET 1 0 a M H SSWR 2 �' :\ * M 4___ _ _ :...� ..._._.. ..._. __ _ N H EXIST SSWR--1 _MH SSWR-1 _ - - - - - - - - w - - _ _- _. • I: lie 15 , 13232 SF ' 5 75❑ 526 -- 75.0' _ s , 75.0', 75.4' 7 .D' . - !-- d\et o, ° - EWER LINED c4NExI�sTinTic �SS�pNAt �e a ` � 1 SEWERS I 4 TE ae7 Block 11 to 16 17 ` _ 18 19 20 r 21 23 24 ; 25 26 27 T I f t� 8991 SF `, 8513 SF 8513 SF 8513 5F $513 Sr 8512 SF 8512 SF 8513 SF 8513 SF 12409 SF I E I I ! 7r 15122 SF i f Of O�5 -- .__ - CONNECT TO , � i COM ON n I I Ojr WOE EXIsrING I LOT MH. EXIST SSWR-15 - - - - I - f PIRR _ PRESSURE , a. , I O1 IRRIGATION-, \ I` E 120.3 N �-�.151,5' 1� �t�86.4' � ` 75.0'-m 75.Q'Nt 75.0' �75.D' 22 75.0'�� 75.4'w 75.0' M75.0' io / 77 NNECT TO CONNECT TO r� 71.9' -68.0 68.0' \, fi8.0' 68.0' 68.0' 68.0' 68.0' I.I �f 1 N - VISTING k - - �Y- TER LINE EXISTING I Iu \ , j �, � 1 /CONNECT TO PRESSURE a I m ¢ r \ A� IRRIGATION ' W ❑ EXISTING - _ - \ : ,1:.� r SEWER 9446 SF I f.\ e❑il= a n , 03 �� - ' Block 11 3 t 9 ~ LOU6 , j I� u] � W F� 141.0' t 0.tu �� ¢ co 16 39 � 38 � 37 3 fi 35 34 33 32 � ! 31 30 r 29 28 , �, } I o"Lmu o co 7ma m 81$1 SF 7738 SF 7737 5F 7736 SF 7735 5F 7734 SF : 7732 5F 7731 5F r. 8525 5F 8524 5F I 8523 SF 8709 SF oR I j I •y�5�an uy� ` EXISTING ` / ^ r, I 1 + '4a' g ¢ z _. . _.... DRAINAGE i. y� I n v II 'v S� a o cn w CONNECT TO :`.. ., a ' ` I p� ers 3 a 1 ` 4u F❑w a z EASEMENT ``� ^ 1 Q928 5F n p �' ❑ z t7 EXISTING. F- ;" -� � s w O z o WATER LJ r I `1 ICI / j 1 R ❑ a 4 a m { [ a¢ 0 �a u] 71.9 S8.4'c- 68.0'_ 6$.0' 68.0' 6$.0' 68.0 :,.-:- 68.0 75-0' _ _ 75.Q . 75.0' / a(o 75.7' `L�` 4 II I U. a > z . - . . _. { - ;- �...._ . -�- - M rr- _ ■ r ■ " - - " �MH SSWR-10 it w w z - 169.9' f MH SS�12� - _ _ _ o v _� MH SSWR �_11 _ - - - + - T �� * l . i I' A x� w z z Cam.) f ss- -� Block 'I fi I F o I - ............ � MH SSWR �" I � � � �� ;� C k - , I z � o 7Q.0' S5.0' S6.9 \ 54.9' 60.0'. •60.0' 60.0' 15A' 70.0' 70.Q' 65.d + n l ❑ 'F 1 I a , o � 1 ;f ,__• . = r 1 / 61.3 �. � '12443 SF �s 1 ■ ' SEWER LINE G 1 IRRIGATION � � ;I U¢ a ¢ l �1 PIPE r I az 182.5' I I j ❑ W a �_ 4 Black 9 I - , Blo�k 17 �. ' =a _L o 00 00 , is !.ao m °o , as U °° °° .s CD 41 - z a 24 25 \ 2fi 27 I � g r 8 7 6 5; � 4 ` 3 2 - 1 �k I r 00 8317 SF 6827 5F 6827 SF 6827 5F 7985 SF 7985 SF r 7396 SF 8310 SF in r 7812 SF 7965 SF 7396 SF 8554 SF ,�; ray r r ,,z MH SSWR-7 _.. I - , \ CONN •TO _2" PVC 00 5 CONNECT TO ' --..- .._ __. ....._. ._.._ - .I TO 13706 SF EXISTING ]IRRIGATION CONNECT WATER LINE \' X I EXISTING 1 i - _ r WATER LINE .0 70.❑ we 70.0': IRTR 65.D w7fi.9" r74.9 60.0 wBD,D' 60.0 15.0'�- 70.0'_..._ Nrl _70.0 65.0' - 74.3' 178.9' } _ . ....... .......... IRR _ !' ..................... f I J i . 10 Cn - -- �- I SJb N -� j 3 -- - F- z SEE SHEET PP-03 FOR SEWER PROFILES 0 � LEGEND 00 � 0 � EXISTING PROPOSED Own Wp D - -- SANITARY SEWER LINE -s-s I a. vd WATER LINE -rr� Q_ ' Q a _ GRAVITY IRRIGATION PIPE we z PRESSURE IRRIGATION LINE Mwe Q ❑ _ -- __- - STORM DRAIN LINE -�� j ❑ z 3 CENTERLINE - J_ W .................... LOT LINE (� W z a - -- fi" VERTICAL CURB & GUTTER w ROLLED CURB & GUTTER L.L -- 0 w W rJ SIDEWALK J 0 SEWER MANHOLE 0 CD DITCH FLOW LINE IRRIGATION MANHOLE 0 STREET LIGHT R 43.0' R m w TREE DECIDUOUS 21,5' 21.5' m o TREE CONIFER 5.0' 16.5' 16.5' 5.0' a 0 S 0' g,0' FILE: 10-16-060_PRE-PLAT J - --�p ----E. - EDGE OF PAVEMENT SW Sw JUB PROJ.#:i0 16-060 a GAS LINE DRAWN BY: --- a FENCE LINE 2X 2� DESIGN BY: -- a a _.._...._.-...._..-.._........... �- -� CHECKED BY: a ui �' FIRE HYDRANT co � 2654--- -- 5' CONTOUR LINE ASPHALT CURB & GUTTER N _ __2651 -- -- - 1' CONTOUR LINECD TYPICAL 43' STREET SECTION LAST UPDATED:6115r2o16 N SCALE:N.T.S. SHEET NUMBER: r � ny n PP-02 U o a. O 2655 2655 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. .. .. .. .. .. .. .. P OPOSED •FINISH. . . . . . . . . . . . . .. . . . . . . . . . . . . EXISTING GROL 0 . . . . . . . . . . . . . . . . . .G .QE .*. .STREET..(L . . . . . . . . . . . . . . . . . . . . . . . -- . . . . . . . . . -- . . . . . . . . . . . . - . -- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . Z 7 'gr .,�. . . 5TR q ¢ qT q a 2650 r - 2650 . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � w.��. . . - . . . . . . . . - . . . . . . . . . . - . . . . . . . . . . .. . . . . . . . . . - . . . . - - . . „r . . . . . .r. . . . . . . . . - . . . . - -- - -- - -- -0 0 co to -- r _ CC v I- cq E co cv) . . . . . . . . . . . . . . . .. . . . . .. . . . . . . a� . . . . . . . . 0 co • o . . . . . . . . . . . . . . . . .. . . . . . . . . . . . .. . U . . . . . . . . . . . . . . . . . . . . . . . . . . cm M CY] Z 0 (Dao 00M2 2645 2645 N �--� a Co . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -- . . . . . . . . . . . . . . . . . a ❑ N iv . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Z m [n ak 36.0LF $" 0 .61 . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . - . . - . . - . . . . W CI] ❑ cis a . . - . . . . . . . . . -- . - . . . . . . . . . . . . .. . . . - 00 0 'a 44- 2 3.1 LF 8" a 0.4 2840 2640 N m . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . - . / //. 99.0 LF 8" ® 0.41X� MH SSWR-1 STA: 3+13.08, 9.58 R . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . MH SSWR-2 EXIST SS R CO 2635 8" OUT: 2642.95 {E} 5.00 A. +� 2635 . . . . . . . . . . . . . . . 9 A. + STA: 7+09.90, R STA: 6 97, 5 00 R 4��Sla L .. . .. . . ... . . . . . . . . . . . . . . . . . . . . RIM: 2B47.79 .. .. . . . . .. .. . -. . - . - . - . . . . . . . - . - . . - . -- . . . - . . . . . . . . . RIM: 264$.41. . . . . 17 RIM 2fi4 T� f yci` . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . .. . . . . . . . . . . -- .. . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . - . -- . . . . . -- . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . 5T 8" IN: 2638.86 ) . . . . . . . .0 , .0 8" IN: 2640 55 {W}. . . 8" IN: 2639 27 {W} 8.86 8" OUT: 2640.45 (E) 8" OUT: 2639.27 {E) (W 2630 2630 �l• V� E ■ 2+34 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+25 �,rC�TTWON�� SEWER LINE D �� W w=-a 2655 2655 u+ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . .PROPOSED. FINISH . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Qa L) w RARE STREET . . . d W o m -EXISTI GROUND. . . . - . . . . . . z w 0 _ �wz¢ z or o. .STR ET . . . . . . . . . . . .. . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . 2650 2650 w N z zN��+vw . . . . . . . . .. . . . . . . . . . . . x . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . OQa Qam uS pwd HOR,Z 0 40 80 �� rw0o w- �iWZO<a U 2645 2645 Z) W x v w . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . VERT 0 5 10 Z '-0 . -- . . . . . . . . .. . . . . . . . . . . SCALE IN FEET - LL " 8 .7 8" ® 0.63� . . . . . . . . . . . . . . . D w x 1 .4 LF 8 0.42% w z ,. UQ �QZ f / Q ;W W W 2640 2640 (n w a o FT- � 4IT Z . . . . . . . . . . . . . MH EXIST SSWR-15 . . . . . . . . . . . MH SSWR-9 MH SSWR-7 STA. 21+92.04, 3.93 R STA- 23+72.59, 11.86 R .. . . . .STA: 10+29.18, 372.39 R . . . . . . . RIM: 2651.05 RIM: 2649.78 RIM: 2651.57 . . . . . . . . . . . . . . . . . .8" IN: 2641.39 (S) . . . - . . . . . . . . $" IN: 2640.62 {S} 8" OUT: 2841.90 (N) 2635 8" IN: 2641.39 (W) 2635 8" OUT: 2641.36 (N) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . 2630 2630 a 2T+3B1+50 22+00 22+50 23+00 23+50 24+00 24+50 24+88 SEWER LINE C = z � Z) 0 2660 2660 � W a (f] J_ . . . . . .. . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -. W p . . . -- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -- . . . . . . . . . . . . -- . . . . . . . . . . . . . . . -- . . . -- . . . . . . -. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .- - . . . . . . . . . . . . . . . . . . . . . . . . . . I -- -- p� 9 2655 2s55 � Z W a . . . . . . . . . . . . . . . . �.�_ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -- . . . . . . . . . . . . . . . . . . . . . . -- . . . . . . -- . . . . . . . . . . . . . . . . . EXISTI G GROUND PROPO FINISH . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . ® STR ET . . - . . . -- . - . . . . . . .. . . . .. . . .. . . . . . . . . . . . -- . . . . . . . . . -- . . . . . . . . . . . . . . . . . . .GRADE"0S TREET q. . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . -- . . . . . . . . . -- . . . . . . - W uj �.�..� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -- . . . -- . . . . . . . . . . . . . -- . . . . -- . . . . . -�-� . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . -- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -- . . . . . . . . -- . . . . . . . . . . . . . . . . . . ❑ U) r... 3 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . .. .. . . . . . . . . . . . -- . . . . . -- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -- . . . . - -- r J � 2650 ~~~ �~ Lb ---,: 2650 W LL . . . . . . . . . . .. . . . . . . . . . . . . . . .. . . . . . . . . . -- . . . -- . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . - . ` �. - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . - . . . . - . . . . . . . . . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -- . . . . . . . . . . . . Lu . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -- . . . . . . . . . - . . . . . .. . .. .. . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . -- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . - . . . . . . . . . . r..L . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . p 2645 395.5 8" 0 0.61 2� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . -- . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .- . . Q rp 9 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 F $ ® .41 . . . . . . . . . . . . . . . -- . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . -- . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . - . 59 4 m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . , . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . -- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2640 MHi.SSWR-12 MH SSWR•-11 2640 STA 18+95.30, 5.00' L . . . . STA: 14+95.78 5.00 L MH SSWR-10 RIM: 2650.89 . . . . . . . . . . . . .. . . . . . � Q RIM: 2654.41 STA: 10+95.84 3.77 L • 643.49 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . RIM: 2650.60 v 8" OUT: 2645.89 {E} . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . .8" OUT: 2643.39 (E) . . . . - . . . . . . . -- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . -- . . . . . . . . . -- . . . . . . . . -- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8" IN: 2-641.75 (W) . . . . - . . . . . - . . - . . . . . . . . . . FILE: _ - 10-16-060 PRE PLAT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -- . . . . . . . . . . - 8" OUT 2641.65 JUB PROJ.#:10-16-060 a MH SSWR-9 DRAWN BY: ---- a 2635 STA: 23+72.59 11.8fi R 2635 DESIGN BY: ---- o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . -- . . . . . . . . . . . . -- . . . . . . . . -- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -- . . . . . . . . . . . . . . . . . . " RIM: 2fi5T.05 CHECKED BY: - LU a � . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . . .. .. . . . . . . . . . . . -- . . . . . . . - . . . . . . . . . . - . . . . . . -- . . . . . . . . . . . . . . . -- . . . . . . . . . . . . . . . . . . . . . . -- . . . . - . . . . -8 IN: 2641.39 5 . . . . . . . . . . . . m 8" IN: 2641.39 (� . - . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . -- . . . . . . . . . . - . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -- . . . . . . . . . -- . . . . -- 8" OUT: 2641.36 (N} . - . . - . . . . . . . 2630 2630 UPDATED:LAST s 0 6 19+1519+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 SHEET NUMBER: SEINER LINE GPP-03 5.