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6 5 E. FAIRVIEW AVE. ,ORELIMINARY PLAT FOR BOUNDARY �■■■.i� . r �r ■� I.■ ■ ■ iMUMB E. FAI AVE _T . ..... -F-F-FT �■ ' " ■ ■ / PROJECT III►���j�' �'fiv�if ! •LOCATION wit 1 CD co to co 0ilr�lllllllllllll • �� ` • • • w LU CM , .. •. ■ �►'1► e !D AVE C\I ■u�ruu VICINITY MAP ...\.... a�II .............................< I\\ I\\I ............ ........... ................ ......................rn - _ SCALE: 1"=800' 9 .... ....... i ..............° BEGINNING ........................................................... th' 00 [5291 ] AC 7 8 -�-;' BOUNDARY CERTIFICATION Basis of Bearing 589'54'57"E 2649.69' E. PINE AVE WC L4 [5617] LINE TABLE LINE # DIRECTION LENGTH o S89033'38"E . w N 43° 09' 59 "E o L3 ® 30.11' L4 . 53.49' I N GRAVITY IRRIGATION PIPE tee— ------ SMALLEST RESIDENTIAL LOT: 5,494 S.F. PP -04 SEWER PROFILES PRESSURE IRRIGATION LINE U EXISTING ZONE: RUT � NOTES: PP -05 SEWER PROFILES CO o I I I z � — M— SD— SD- MI ® w z W CENTERLINE 1508: w of 1 w 29.6 c3 STANDARDS FOR PRIVATE DRIVES WITH A MINIMUM GRADIENT OF 0.40%0 to REQUIRED CLUBHOUSE PARKING: 12 SPACES ;. LOT LINE ...... — . _ . _ I TOTAL REQUIRED PARKING: 420 SPACES ( ((01 Z cNv IRRIGATION LOTS. LOT 49, BLOCK 1 A CLUBHOUSE/POOL LOT. Z o 0 c ............ 4> STORMWATER RUN-OFF GENERATED ON THIS SITE SHALL HAVE A QUALITY CONTROL TREATMENT PRIOR TO BEING CONVEYED TO ONSITE STORAGE FACILITIES. U) O z Oz w o, I ROLLED CURB & GUTTER z w ............ 1 o� 5. PUBLIC UTILITIES SHALL INCLUDE WATER, SEWER, ELECTRIC POWER, NATURAL GAS, TELEPHONE, AND CABLE TELEVISION. , ® � E w 3 z ...... ..». ......................................... ...................., 5' SIDEWALK ... °M .. 4 . `.. x mI =I O p 6. A PRESSURIZED IRRIGATION SYSTEM SHALL BE CONSTRUCTED TO THE CITY OF MERIDIAN STANDARDS AND SHALL BE MAINTAINED AND OPERATED BY THE o Z O a 02 COVERED HANDICAP SPACES: 5 SPACES g� N W I 1 can WO w Y ( i PADDINGTON 7, THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE RIGHT TO FARM ACT WHICH STATES "NO AGRICULTURAL OPERATION AGRICULTURAL SUBDIVISION I I WO W O w � wo F- W O iU) O > I .0 W U � � SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, THE OPERATION, FACILITY OR r- N I OWNER LAND SURVEYOR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE ® W W F-- . . .0 i 1 TREE CONIFER 1 14 1 8. DOMESTIC AND FIRE PROTECTION WATER SHALL BE PROVIDED BY THE CITY OF MERIDIAN. r EDGE OF PAVEMENT I � 1 D .................................... ................ ao 9. SANITARY SEWER COLLECTION SHALL BE PROVIDED BY THE CITY OF MERIDIAN. .0 BOISE, ID 83709 00 O LU 14- 10. IRRIGATION DITCHES THROUGH THE PROJECT SHALL BE PIPED WHERE THEY CROSS ROADWAYS WITH ALL STRUCTURES LOCATED BEYOND ANY PUBLIC 11 w a o 00 i RIGHT-OF-WAY. = w 0 = i-=n.�s FIRE HYDRANT [5291 ] AC 7 8 -�-;' BOUNDARY CERTIFICATION Basis of Bearing 589'54'57"E 2649.69' E. PINE AVE WC L4 [5617] LINE TABLE LINE # DIRECTION LENGTH L1 S89033'38"E 50.20' L2 N 43° 09' 59 "E 16.45' L3 S29037'04"W 30.11' L4 S89°33'39"E 53.49' PIPE EXISTING SETTLERS CANAL [Bare] Center Quarter—Section Comer M v� [5617] 0 1/4 COR � LAND USE SUMMARY � I TOTAL AREA: 15.85 AC. � TOTAL LOTS: 54 LOTS LRESIDENTIAL LOTS: 51 LOTS CLUBHOUSE LOT: 1 LOT � COMMON AREA LOTS: 2 LOTS EXISTING LEGEND PROPOSED I i S H E ET I N DEX Q ------ - — —{ SHEET NUMBER SHEET TITLE RESIDENTIAL DENSITY: 12.87 DU/AC w WATER LINE w-- PP -01 PROPOSED CONDITIONS �y 9r� of PP -02 EXISTING CONDITIONS TT W, PP -03 UTILITY PLAN ... - GRAVITY IRRIGATION PIPE tee— ------ SMALLEST RESIDENTIAL LOT: 5,494 S.F. PP -04 SEWER PROFILES PRESSURE IRRIGATION LINE -- wee — EXISTING ZONE: RUT � NOTES: PP -05 SEWER PROFILES CO PROPOSED ZONE: R-40- - STORM DRAIN LINE — M— SD— SD- 1. CONTOUR AND SPOT ELEVATION DATA IS REFERENCED TO NAVD '88 DATUM. ® w z W CENTERLINE 2. ALL DRIVEWAYS PROPOSED IN THIS DEVELOPMENT ARE PRIVATE DRIVES AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF MERIDIAN w REQUIRED RESIDENTIAL PARKING: 408 SPACES — — — — — STANDARDS FOR PRIVATE DRIVES WITH A MINIMUM GRADIENT OF 0.40%0 o wa. N REQUIRED CLUBHOUSE PARKING: 12 SPACES LOT LINE ...... — . _ . _ I TOTAL REQUIRED PARKING: 420 SPACES : 3. ALL LOTS ARE RESIDENTIAL BUILDING LOTS EXCEPT LOTS 1 & 26 BLOCK 1. WHICH ARE COMMON DRIVEWAY,. PARKING AREA\DRAINAGE STORAGE AND p > m Opo IRRIGATION LOTS. LOT 49, BLOCK 1 A CLUBHOUSE/POOL LOT. Z o 0 c 4> STORMWATER RUN-OFF GENERATED ON THIS SITE SHALL HAVE A QUALITY CONTROL TREATMENT PRIOR TO BEING CONVEYED TO ONSITE STORAGE FACILITIES. U) O z Oz w ROLLED CURB & GUTTER Z-Ocn w COVERED SPACES PROVIDED: 204 SPACES 5. PUBLIC UTILITIES SHALL INCLUDE WATER, SEWER, ELECTRIC POWER, NATURAL GAS, TELEPHONE, AND CABLE TELEVISION. 3 ® � E w 3 z ...... ..». ......................................... ...................., 5' SIDEWALK ... °M .. 4 . `.. x III w O p 6. A PRESSURIZED IRRIGATION SYSTEM SHALL BE CONSTRUCTED TO THE CITY OF MERIDIAN STANDARDS AND SHALL BE MAINTAINED AND OPERATED BY THE o Z O a 02 COVERED HANDICAP SPACES: 5 SPACES HOMEOWNERS ASSOCIATION. Wo can WO w w PADDINGTON 7, THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE RIGHT TO FARM ACT WHICH STATES "NO AGRICULTURAL OPERATION AGRICULTURAL SUBDIVISION I I WO W O w � wo F- W O TOTAL SPACES PROVIDED: 482 SPACES 1 1 FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE WHEN W w z z >- z SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, THE OPERATION, FACILITY OR x Z p I OWNER LAND SURVEYOR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE ® W W F-- . . — • — . — --� ( RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF." a = TREE CONIFER CONNECT TO SETTLERS CANAL 8. DOMESTIC AND FIRE PROTECTION WATER SHALL BE PROVIDED BY THE CITY OF MERIDIAN. oou. zZ�o~c 0 W z w a 0 EDGE OF PAVEMENT I �a0aS .................................... ................ ao 9. SANITARY SEWER COLLECTION SHALL BE PROVIDED BY THE CITY OF MERIDIAN. v Q >- o Z BOISE, ID 83709 00 O LU 14- 10. IRRIGATION DITCHES THROUGH THE PROJECT SHALL BE PIPED WHERE THEY CROSS ROADWAYS WITH ALL STRUCTURES LOCATED BEYOND ANY PUBLIC 11 w a o 00 i RIGHT-OF-WAY. = w 0 = i-=n.�s FIRE HYDRANT i 11. LANDSCAPED COMMON LOTS ARE LOCATED THROUGHOUT THE PROJECT AND ARE IDENTIFIED ON THE PLAN. THESE LOTS SHALL BE OWNED AND MAINTAINED ,x80221 BY THE HOMEOWNERS ASSOCIATION. 10 We-' �.� 27.47, 12. BUILDING SETBACKS AND DIMENSIONAL STANDARDS SHALL BE IN ACCORDANCE WITH THE CITY OF MERIDIAN STANDARDS IN EFFECT AT THE TIME OF DEVELOPMENT. \ PO BOX 190534 250 S. BEECHWOOD AVE. N = 13. ANY RE -SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN AFFECT AT THE TIME OF THE RE -SUBDIVISION. ®14. THE OWNER SHALL COMPLY WITH IDAHO CODE, SECTION 31-3805 OR ITS PROVISIONS THAT MAY APPLY TO IRRIGATION RIGHTS. 208-376-7330 \ 15. A STORMWATER DRAINAGE EASEMENT SHALL BE RESERVED ALONG A PORTION E. WILSON LANE FOR THE BENEFIT OF ACHD. LANDSCAPING OVER SAID DRAINAGE FACILITIES SHALL BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION AND ACHD SHALL PROVIDE HEAVY MAINTENANCE OF THE STORM DRAINAGE Q FACILITIES AS DEFINED IN THE COVENANTS, CONDITIONS AND RESTRICTIONS FOR LOCUST GROVE APARTMENTS SUBDIVISION. 16. THIS PROPERTY IS IN ZONE X OF THE FLOOD INSURANCE RATE MAPS NO. 16001 CO234 H, AND NO'L 16001 CO250J, COMMUNITY PANEL NO. 0234 H, AND i 0250 J, WHICH BEAR AN EFFECTIVE DATE OF FEBRUARY 19, 2003 AND IS NOT IN A SPECIAL FLOOD HAZARD AREA. \ - � LAND USE SUMMARY � I TOTAL AREA: 15.85 AC. � TOTAL LOTS: 54 LOTS LRESIDENTIAL LOTS: 51 LOTS CLUBHOUSE LOT: 1 LOT � COMMON AREA LOTS: 2 LOTS EXISTING LEGEND PROPOSED O i U)z o® m C) Q C/) '*Ne < W .1 wZ c Q 0 LU J I— W LL 0 i U FILE: 10 -15 -124 -PRE -PLAT -REV JUB PROJ. #: 10-15-124 DRAWN BY: ---- DESIGN BY: ---- CHECKED BY: ---- ONE INCH AT FULL SIZE, IF NOT ONE INCH. SCALE ACCORDINGLY LAST UPDATED: 8/17/2016 SHEET NUMBER: PP -01 RESIDENTIAL UNITS: 204 UNITS s — — — — — SANITARY SEWER LINE RESIDENTIAL DENSITY: 12.87 DU/AC w WATER LINE w-- COMMON AREA 3.07 AC. (19.36%) AVERAGE RESIDENTIAL LOT SIZE: 6,707 S.F. ... - GRAVITY IRRIGATION PIPE tee— ------ SMALLEST RESIDENTIAL LOT: 5,494 S.F. ._.._ ......... :,K� _n__------------- PRESSURE IRRIGATION LINE -- wee — EXISTING ZONE: RUT PROPOSED ZONE: R-40- - STORM DRAIN LINE — M— SD— SD- CENTERLINE — REQUIRED RESIDENTIAL PARKING: 408 SPACES \ REQUIRED CLUBHOUSE PARKING: 12 SPACES LOT LINE ...... — . _ . _ I TOTAL REQUIRED PARKING: 420 SPACES : 6" VERTICAL CURB & GUTTER REQUIRED HANDICAP PARKING: 8 SPACES 1 RESIDENTIAL SPACES PROVIDED: 470 SPACES ROLLED CURB & GUTTER COVERED SPACES PROVIDED: 204 SPACES UNCOVERED SPACES PROVIDED: 266 SPACES ...... ..». ......................................... ...................., 5' SIDEWALK ... °M .. 4 . `.. x CLUBHOUSE SPACES PROVIDED: 12 SPACES p SEWER MANHOLE O COVERED HANDICAP SPACES: 5 SPACES ------ — - —I UNCOVERED HANDICAP SPACES: 5 SPACES DITCH FLOW LINE TOTAL SPACES PROVIDED: 482 SPACES IRRIGATION MANHOLE o STREET LIGHT - I OWNER LAND SURVEYOR TREE DECIDUOUS - PRESSURE IRRIGATION —PUMP -STATION— --I MICHAEL BYRNS, P.L.S. INPERSPECTIVE, LLC TREE CONIFER CONNECT TO SETTLERS CANAL J—U—B ENGINEERS PO BOX 7846 250. S. BEECHWOOD AVE® -- - - -..,-,: EDGE OF PAVEMENT EXISTING PIPE BOISE, ID 83707 STE. 201 ........................ .................................... ................ GAS LINE BOISE, ID 83709 208-376-7330 FENCE LINE \ FIRE HYDRANT i DEVELOPER CIVIL ENGINEER ,x80221 We-' �.� 27.47, ALEXANDER/PERTERSON LLC SCOTT WONDERS, P.E. DAVID ALEXANDER J—U—B ENGINEERS \ PO BOX 190534 250 S. BEECHWOOD AVE. = BOISE, ID 83719 STE. 201 208-863-3308 BOISE, ID 83709 208-376-7330 O i U)z o® m C) Q C/) '*Ne < W .1 wZ c Q 0 LU J I— W LL 0 i U FILE: 10 -15 -124 -PRE -PLAT -REV JUB PROJ. #: 10-15-124 DRAWN BY: ---- DESIGN BY: ---- CHECKED BY: ---- ONE INCH AT FULL SIZE, IF NOT ONE INCH. SCALE ACCORDINGLY LAST UPDATED: 8/17/2016 SHEET NUMBER: PP -01 CO m CO c cz w a� m LU m m 0 a rn T 00 co r O N r N ca .r O CL U) am c cisW OD > W m 0 i 0 ME: ¢ 0 cli 66 N � , ,- 9q 9q .D c� 0 O 0.. . : . . . — • — • — : .... �*. 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I'll I 101:1 - I 1 �r�' SHEET NUMBER: .� .� ,` O �11D I� Q> IwLPP-03 � \ -,,,� � .� . a F ca w a) w m a� 0 o_ T � 6co; N T_ 0 d I 2615 2610 2605 2600 2595 2590 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 SEWER LINE A ............................................... ....................................... ............................................................................................................................................................................................................................................................................................................................................................................................................................................. .................................................... .......................................................................................................................................................................................................................................................................:..................................................................................................................... ............................................................................................................................................................................................................................................................................................................................................................................................. ............................................................................... EXISTING. G I .... ....0 ..SEWER - I ..................... . . . . . . . . . . . . .... EXISTING' GRO' 0 SEWER ...................... I ............... N.D................................................. .I ........................ ....... ................ . ........................ ........................ ..........I .............. . .... . . . . . . . . . . . . . . . ........................ ............. .. .... .................. . . . . . . . . . . . . . . . . . . . . ............... ........ ................................................. .. ...�.. . . . . . . . . . . . . . . . . . . . . . . . . . ......................... .................... . . . . . . . . . . . . . . . . . . . . _NE ........................ ........ ........................ ......... .,...1,. ............. ....... . . .r+ r ....... ........ .... ....... . . . . . . . .......... ................... I .................. ................................................ . ........... I . ..... ..... .......................... .................... I ............................ . ............. ........... .......................... ................................................ ............ ...................................... 165.6 LF 8"®0.41% ...........' ............................... ......................... .............................. .............................. ....................... ................ ...........I.......... I ...... .......................... .............. ..................................... .............. .. ......... ..... .... .............. .. ............................ I ............................... ........ ....................................... ........ ..... .. .. .. ............................................................................................................................... 81.9 LF 8" ®0.42% ........................ ............... ............. ............ ..... ......... ..................................................... ........... .. . ..EXISTING. GROUND......... ...............................................,;.;;,°,_. .... MH SSWR-22 -... ......--.---.................. ......... .. ��� ������ ���� MH SSWR-11 STA: 12+81.58, 0.00' .............. RIM: 2606.46 ................ .......................... .............. .................... STA: 12+80.51, 0.00' RIM: 2608.89 8" IN: 2600.27 (E) ..................................... ................:......:.................................. 8" IN: 2599.05 (S)RIM: ....... 8 IN: 2599.05 (E) 2607.74 .... 8" IN: 2599.83 (E) ....:...... 8" OUT: 2600.17 (W) ......... ................:....... . .............................. . ........................................,:,... 8" OUT: 2599.73 (W)........ ................................. .... �.,,... ....... 2595 MH SSWR-13 2595 SEWER LINE �,.:. _,.. ,.., .... - -- .................. RIM: 2607.09 .................. ....... ..... ........ .. ............ .................. .,� ..... ::► s IN: 2600.04 (SW) ................... ................. 8" ... r .."� .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2590 2590 10+00 10+50 11+00 11+34 �^ �� o LINE C .............. .. ... . \ .r�.•..e •tee •ter •sw '0.1. •�..� .�.iT ..... . ........................ ................................................. I ...................... . ............................................................... ............................................................ ................................................................................... I .................. I.................... I ......... . ............ . ... ... ............................ 34.1 LF 8 ® 0.45% ............... .. ..... .................... 92.9 ....73.2 L F8„® 0.42% 54.1 LF 8 0 0. ............................ ... .. .............. ................................. .................................................... ........................ ........................................... 236.1 LF 8" 0 0.40 0 ........................ ..66.3,.... 86.5 LF 8" 0 0.42% 104.1 LF 8" ® 0.42% 152.3 LF 8 „ 0.41%.... .................98.3 LF 8" ® 0.71 %...................................................................................................................................................................................................................................................... .............. .... MH SSWR-16..............................4. .... STA: 18+26.65, 0.00' ........ . MH SSWR-18 .................................................:.................................................. ................................................... RIM: 2610.39 MH SSWR-17 STA: 19+61.90 0.00 .......................................................................................................I......... MH SSWR-11......................................................... STA: 12+81.58, 0.00' ............................................................ MH SSWR-13 , STA: 14+80.15, 0.00 ................................ „ ..:........:. 8 IN: 2601.72 (SE}.........STA: 19+03.84, 0.00 MH SSWR-14 8" OUT: 2601.62 (NW) RIM: 2610.46 „ STA: 17+18.29, 0.00 8 IN: 2602.13 (SE) ....:...................... ..................... RIM: 2610.71 „ ) SSWR-19 OUT. 26®2.36 (NW)6.78, 0.00' - - - ....... MH SSWR-63 ' MH SSWR-10 _ RIM: 2606.46 MH SSWR-12 "RIM: 8 IN: 2599.05 (S -TA. -13+89.65, 0.00' 2607.09 8" IN: 2600.04 SE }................................. RIM: 2609.65 „ " MH SSWR-15 8.. OUT: 2602.03.(NW} ...8 .......... RIM: 2608.71......... 8" OUT: 2603.03 (NE) .......... STA: 11 +71.87, 837.01 R..............STA: 11 +27.29, 0.00 ........................................ „( 8 IN: 2599.05 ( -RIM: 2606.25***,** " 8„ IN: 2600.04 (SW) 8 IN: 2601.09 (E) .......................:............... _ .... . 7+56..37, 0.00 . . . . . ......... RIM: 2607.19 „ RIM: 2605.42 ........................... 8" OUT: 2598.94 ,8" IN: 2599.58 (SE) ....... ............................................................. 1(S) ........................ . 8 IN. 2597.62 (E) " 8 OUT. 2598.32 (W) 8 OUT: 2599.48(N).................................................... 8 OUT: 2599.94 (NW) 8" IN: 2601.34 ................................................................................................................................... .. " 8 OUT: 2601.24 (W) 2615 2610 s�z3�� 2600 2595 2615 2610 2595 2590 2590 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 SEWER LINE HORZ 0 30 60 VERT 0 5 10 SCALE IN FEET 2610 .................................................... . . . . ............................................................................... EXISTING. G I .... ....0 ..SEWER - I ..................... . . . . . . . . . . . . .... EXISTING' GRO' 0 SEWER ...................... I ............... N.D................................................. .I ........................ ....... ................ . ........................ ........................ ..........I .............. . .... . . . . . . . . . . . . . . . ........................ ............. .. .... .................. . . . . . . . . . . . . . . . . . . . . ............... ........ ................................................. .. ...�.. . . . . . . . . . . . . . . . . . . . . . . . . . ......................... .................... . . . . . . . . . . . . . . . . . . . . _NE ........................ ........ ........................ ......... .,...1,. ............. ....... . . .- .. - -.... -. -. -.. ............I............ ....... ........ .... ....... . . . . . . . .......... ................... I .................. ................................................ . ........... I . ..... ..... .......................... .................... I ............................ . ............. ........... .......................... ................................................ ............ ...................................... 165.6 LF 8"®0.41% ...........' ............................... ......................... .............................. .............................. ....................... ................ ...........I.......... I ...... .......................... .............. ..................................... .............. .. ......... ..... .... .............. .. ............................ I ............................... I .... I 79.7 LF 8" CSD....... ........ ..... .. .. .. ........ ........ ..... 81.9 LF 8" ®0.42% ........................ ............... ............. ............ ..... ......... ..................................................... ........... .. . .................... MH SSWR-23.. ......... STA: 11 + 14.49, 0.00' MH SSWR-22 STA: 13+64.23, 0.00' ......... .. ��� ������ ���� MH SSWR-11 STA: 12+81.58, 0.00' .............. RIM: 2606.46 ................ .......................... .................................. MH SSWR-21 STA: 11+94.57, 0.00' .......................... .................... STA: 12+80.51, 0.00' RIM: 2608.89 8" IN: 2600.27 (E) ..................................... .. ......... RIM: 2609.24 8" OUT: 2600.77 (W) .................. 8" IN: 2599.05 (S)RIM: ....... 8 IN: 2599.05 (E) 2607.74 .... 8" IN: 2599.83 (E) ....:...... 8" OUT: 2600.17 (W) ......... ................:....... . .............................. . ........ ... 8" OUT: 2598.94 (W) 8" OUT: 2599.73 (W)........ ................................. . ............:......................... 2615 2610 2595 2590 2590 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 SEWER LINE HORZ 0 30 60 VERT 0 5 10 SCALE IN FEET 2610 .................................. ................ --..-- ... . . .. . . . . I .......... . . . . . . . . . EXISTING. G I .... ....0 ..SEWER - I ..................... . . . . . . . . . . . OUND .._ N.E............... ................. ....... 2610 2605 2605 ........ ........ ........................................... ................ ........ ........ . ....... ................. 90.5 LF 8" ® 0.63% 2600 LJ 2600 MH SSWR-24 STA: 11 + 14.49, 0.00' RIM: 2605.95 ............ ...................................8" OUT: 2600.61 (NE)............ 2595 MH SSWR-13 2595 STA: 14+80.15, 0.00' .................. RIM: 2607.09 .................. ............8" IN: 2600.04 (SE) ................... ................. ............8" IN: 2600.04 (SW) ................... ................. 8" OUT: 2599.94 (NW) 2590 2590 10+00 10+50 11+00 11+34 SEWER LINE C 2610 2605 2595 2590 10+00 13+84 2615 2610 2605 2600 2595 2590 18+50 19+00 19+50 zu+uu zu+5u zu+ / / HORZ 0 40 80 VERT 0 5 10 SCALE IN FEET 10+50 11+00 11+50 SEWER LINE D m 2605 2600 2595 2590 '11?�N9�1 .9 �__ . l(imum 7, . J -U -B ENGINEERS, INC. ■ ■ U Z O � > d' Q C� Tt Ocy) to OrC) SME W 3 OIO �c� U W Np.,M col Z O 0000 06 cl � v e Oa..� O c\I 0 N Q . N z im W s Li m cl)_ CL e O O Li) m � N w 0 W Z W FF- X oW W W a _V w � 0 W =) CUW00 = Z U) O�ZZ�w Z_ - O_ �_ U W W CQ n W Z p LL Q w Z oz0 vaW LL<w snw0UJF-� �0E_Lu00 �WWZZZ H2ZQo 0DWWF- zz � m 0 U) LL i2 1= Z 1- 0 wm �a0a�_ UQ�OZ Z W ui Lu J U) 0 0 - Lu W _W FILE: 10 -15 -124 -PRE -PLAT -REV JUB PROJ. # :10-15-124 DRAWN BY: --- DESIGN BY: ---- CHECKED BY: ---- ONE INCH AT FULL SIZE, IF NOT ONE INCH. SCALE ACCORDINGLY LAST UPDATED: 8/17/2016 SHEET NUMBER: a) P CC Lu Lu' m 0 0- a N ao co C T co a) O IL 2615 2605 2600 2595 2595 2590 2590 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 SEWER LINE E 2620 2615 2610 2605 2620 2615 2610 2605 2600 ................... .................. ................... ................... ................... ................... ................... ................... ................... ................... ................... ............... :... EXISTING GRC ................... ................... UND ................... ................... ................... ................... ................... ................... ................ ................... ................... ................... ................... ................... ................... ................... ........._...... ................... ................... ................... ................... ................... ................... ................... .................... ................... ................... ................... ................. ................... .................. ................... ................... ........ .® SEWER LINE .. .............. ! !. _. _..�.� ,_................ .. ..r ...... �� _._ . ..... ........ ........ -_ ,►+ e e ! ._- .�.� .-e-r . .w._ .��� . ! .�� ..- .! . .. .e ..�� �� .�� ._w .e .e .s . .e .e e r r r _ .__ ®..�� . . ai�i.. .soy . STA: 13+49.35, 0.00' L . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . r . � . . .�� .��� �� .��� !!^� . . . . . . . . . . . . . . or . . . . . . . . . . . !v... �` . . . . . •,_ it � - __ - . . . . . . . . . . . . . . . . -li OUT: 2602.57 (W)............ 8" IN: 2601.56 (E) .............. Vrr ,, 8" IN: 2601.56 (W) 1 1 1- 1 8 OUT: 2601.46 (N) ....... .......... ................... ................... ............... . .I.......... ............ .............. ` ... ............... . ...... . .......... ................... . .... . ...... ....... . ................. .. . .............. ................... 38.2 LF 8" ® 0.44% ................... ................ I.. . . . . . . . . . . . . . . . . . .................. . . . . . . . ........ ... ..... . .......... ................... ................... .......... . ...... ................... ................... .... ............ ............. ................... .............. .. .............. ...... ... . 199.8 L F 8" 0. o. .... 41.1 LF 8" 0.44% " 29.1 LF 8 ®0.45% " 64.1 LF 8 0.42% ...... . . . " 89.1 LF 8 ® 0.42% 59.1 LF 8" 0.43% .... ....... ......... .................. .................: ........... ..... 52.9 LF 8" ®0.43% .. ........ .. .......... ................... ................... ........... ..... .......... .... . ...... ..... ........... 119.2 LF8"0.41%.. 67.8 LF 8" C� 0.42% : _ _ ...... MH SSWR 33 .............. ................... .... . 156.1 LF 8..®..0.4........... "36 1% .... .... .................. ................... ......... ......... ....... ........... ................... ... .......... STA: 17+76.79, 000 STA. 16+03.33, 0.00 RIM: 2611.81 ..... ................... ........ _ ..... MH SSWR 37 MH SSWR-29 STA: 13+75.07, 0.00' MH SSWR-32 STA: 15+10.24, 0.00' M H SSWR-35 RIM: 2611.53 STA: WR -373, 0.00' 8" IN: 2604.84 (S) 8" IN: 2603.85 (SW) 8" IN: 2604.47 (E) RIM: 2611.23 STA: 19+80.19, 0.00' RIM: 2608.32 MH SSWR-27 , STA: 11 +80.13, 0.55' L .... SSWR .... MH SSWR-28 RIM: 2611.09 ............ ....... .......... IN: 2602.54 (S) . . ................. ......RIM: 2611.88 ............ " IN: 2603.38 (S).............. ... 8" OUT: 2603.75 (N)............... ..... " ... 8 IN: 2604.47 (E)........ 8 OUT: 2604.74 (W) ...... ....:........ ........ 8" OUT: 2606.06 (N) ........ . ...... . MH SSWR-26 STA: 10+20.00, 0.06' L RIM: 2610.67 . . . . . . . " . ................. STA. 13+03.32, 0.00 ........8" ............ ....... ........... " 8 OUT: 2602.44 (N) ................... ......8 " 8 OUT: 2603.28 (N) ................... ................... ..... " ................ 8 OUT: 2604.37 (NW) ................... I.................. ................... ..... ..........8" IN: 2601.56 (S) ......... .................. RIM: 2610.77 ................... ................... ....... ........... ..................I. RIM: 2610.52 IN: 2601.56 (E) " 8 IN: 2602.15 (S) MH SSWR-34 ......... 8" IN: 2600.82 (S) .......... ..........8" ......... 8 IN: 2601.56 (W) ,..:. 8 OUT: 2602.05 (N) ................... ................... ..... ........... ............. ....I.............. .I................. ................... STA: 16+66.48, 0.00'. ....... ................... ................... ................... ................... .................... 8" OUT: 2601.46 (N) MH SSWR-30 MH SSWR-31 RIM: 2611.11 14+20.19, 0.00' ...STA: 14+53.30, 0.00'.............. ................... .............. ........8" IN: 2604.20 (SE).......... ........... ................... ................... .................. .................. ................... ................... . ... ............ ....... ........... ................... ................... ...STA: ............. RIM: 2611.40 RIM: 2611.56 8" OUT: 2604.10 (NE) ........... ....... ................... ......8» IN: 2602.82 (S) ............. ... ......... 8 IN: 2603.05 (S)........ ................... " ................... ................... ................... ................... ................... ................... ............ ................... ................. ......8 IN: 2602.82 (E) ............: " ...8 OUT: 2602.95 (N)............... .................. ................... ................... ................... ................... ................... .................. ................... ..............:... ....8" OUT: 2602.72 (N) ............. ............ ............ I ...... .. .......... .............. ... ................... ................... .................. 2595 2590 2590 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 SEWER LINE E 2620 2615 2610 2605 2620 2615 2610 2605 2600 2620 2615 2605 2600 2595 2595 10+00 10+50 11+00 11+50 12+00 12+50 13+00 SEWER LINE E ......... I ......................................... ...................................... .......... I ......................................... .................................................... I ............. - ................................ ......... I ............... ................................ .......... I ................... ........ ........................................... LINE . . . . . . . . . . . . . . . . . r , . . . ..o . ..................... I .................. ....... ... . ... .. . .. . . . . . . . .��. : . . . . . . . . . . . ............................. . ....... I ....................................EXISTS V ..SEWER. -LI N.E.... .. qG - GROUND................................... . . . . . .......................................................................... .......... I ...................... I ........... . ......................... ....................... . . . . . . . . . . . . . . . . . . . . . . . 0:- . . . . . . . . . . . . . . . . . . . . . . . SEWER- LINE ..................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . .-. . . . . . . . .......................... .............................................................. .dsr .i.r .-r- .�.- .! .r .�T .��. .��. . . . . . . . .... r ............. ..................... ......................... .............. >_O QIr ....... ........................ ......................... ...... ............... ...... ................................................... ............... 157.4 LF . . . . . . . . . . . . . . . . . . . . . . . . . . ........... ................. 8" ® 0.62% ............ . . . . I . . . . . . . . . . ........................................................................................ ............ ................... 163.9 LF 8" ® 0.61% ............................... ........ ........ .7 MH SSWR-38 .........8" MH SSWR-27 W 3: MH SSWR-39 STA: 13+49.35, 0.00' L STA: 11+80.63, 160.86' R STA: 11+80.13, 0.55' L ............. RIM: 2609.63 ............................................. RIM: 2610.67 ........... RIM: 2611.39 U.0 ...........8" OUT: 2602.53(E).................................................................8" IN: 2601.56 (S) ............................................8" OUT: 2602.57 (W)............ 8" IN: 2601.56 (E) .............. Vrr ,, 8" IN: 2601.56 (W) 8 OUT: 2601.46 (N) 2620 2615 2605 2600 2595 2595 10+00 10+50 11+00 11+50 12+00 12+50 13+00 SEWER LINE E ......... I ......................................... ...................................... .......... I ......................................... .................................................... I ............. - ................................ ......... I ............... ................................ .......... I ................... ........ ........................................... LINE . . . . . . . . . . . . . . . . . r , . . . ..o . ..................... I .................. ....... ... . ... .. . .. . . . . . . . .��. : . . . . . . . . . . . ............................. . ................ V ..SEWER. -LI N.E.... .. ................................. . . . . . . . . . . . . . . ................................................ . ........ .......... .......... I ...................... I ...... I ....................... ....................... ......... ........ ....... ........ .......... .... ............ MHSSWR-41 ........................................... ................ ......... t.118.8 LF 8"8"0 0.62% 1.. .. ................. ..... MH SSWR-30 0.00' . . . . . . . . . STA: 14+20.19, 0.00' MH SSWR-40 ............RIM: 2611.40 ........... I..... STA: 11+42.81, 0.00'............ . 8" IN: 2602.82 (S)....... RIM: 2611.73 . ......... 8" IN: 2602.82 (E) 8" OUT: 2603.56 (W) RIM: 2611.81 8" OUT: 2602.72 (N) RIM: 2612.79 2620 HORZ 0 30 60 VERT 0 5 10 SCALE IN FEET 2615 2610 2605 .�r 2595 2595 10+00 10+50 11+00 SEWER LINE G 11+5011+63 2620 2615 2610 2605 2600 13+50 13+69 .......... ............ ..................... ........... ......... ........... .......... ..................... . . . . . . . . . . . . . ' .:-:.' t - -7 .......... . . .t.r • �.. ........................... I .......................................................... .... I ........................................................ ..@ ..SEWER . . . . . ..-.. �.,.,....�.� ........ ........................................... LINE . . . . . . . . . . . . . . . . . r , . . . ..o . .............................. . . . . . I .................. ....... ... . ... .. . .. . . . . . . . .��. : . . . . . . . . . . . Q ........ .. .......... . ........ .. .......... ........ .. ............................................. ................... .................................................... I ....................... 104.8 LF 8" 0 .. ........ .. ..... .. ......... 0.62% .. .. z O .......r�MH .. ........................... WR -36 .... ............ MHSSWR-41 cn.z STA: 17+76.79, 0.00' . . . . . . . . . STA: 18+85.56, 0.00 ........... . RIM: 2611.81 _j _jw CL J RIM: 2612.79 � 'Q >_O QIr 8" IN: 2604.84 (S) 8" OUT: 2605.12 (W) `-� Q z °- 8" IN: 2604.47 (E) wz -W .........8" OUT: 2604.74 (W) ............................................ W 3: 2620 2615 2610 2605 2600 2595 2595 17+57 18+00 18+50 SEWER LINE H 19-49&06 CimumB J -U -B ENGINEERS, INC. V zn '�qt W >tj V V O M (.0 Cc O r� r' M E W O ®� I�c7iM0 W c\I M M N Z V N 00 0 m .m HORZ 0 40 80 Z m c X W U5 O co m �� a - CD Lo m VERT 0 5 10 1 N SCALE IN FEET `, FA7 cw" �'; I � I A:, U U W aWZW W - a 0 7 W W d U w H O?mD UWOO c Z Ucn ~ _ - J�� ce C9ZZZ3'W Z O D U w W CQ O W Z ao W Z aO O zo OCL LLQ W C c1f m 0 C Wa wWu-W=� �9OWOo =LuaZZ H m Z Q 0 C) cr- Lu 0 LI- _ �-- Z I- p cr 2<oa� UQ1- OZ 0MWJr M 0 o FILE: 10 -15 -124 -PRE -PLAT -REV JUB PROJ. #: 10-15-124 DRAWN BY: ---- DESIGN BY: ---- CHECKED BY: ---- ONE INCH_ AT FULL SIZE, IF NOT ONE INCH.SCALE ACCORDINGLY LAST UPDATED: 6/17/2016 SHEET NUMBER: 0 Q z O cn.z > U) m _j _jw CL J � 'Q >_O QIr 0 `-� Q z °- w .. 2ILL wz -W cc Q W 3: W - F- w U.0 F_ Vrr ,, FILE: 10 -15 -124 -PRE -PLAT -REV JUB PROJ. #: 10-15-124 DRAWN BY: ---- DESIGN BY: ---- CHECKED BY: ---- ONE INCH_ AT FULL SIZE, IF NOT ONE INCH.SCALE ACCORDINGLY LAST UPDATED: 6/17/2016 SHEET NUMBER: