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CC - Pinebridge Revised Pre-plat PRELIMINARY PLAT FOR BOUNDARY LEGEND �• PINE 4 3 SUBDIVISION _ -_ SubdiVisivn Boundary Line 1 7 7 1 E _ - (JUB 11 Section Line AI EW'AVE.- SITUATED IN THE WEST HALF OF SECTION 8, - _ center Lane _�—� ,, PROJECTI ,-U-� ENGINEERS, INC. TOWNSHIP 3 NORTH, RANGE I EAST, BDISE MERIDIAN — Right--of—Way Line - �;€ LOCATION U Existing Parcel Line BDI . - 9 5U8DMSION� j.. TREAS�E I j � '� -BUSINESS Q C) MERIDIAN , I DA H O - section Corner, as Noted IT CENTER -0 co [o 2017 - Quarter-Section Corner, as Noted f �� LU S��FA1R rO �`fin ,- G ON 0 � � co Mn� v CENTER ? II t- C'7 0 E 0 - Found 1/2" Rebar, as Noted �p w .� N ['7 `'� o - -._ ! D - Found 5 8" Rebar, as Noted > ADDmoN -� (D �] 00 co o .............. _ _.__..... - _ _ _.._ _._. 1vo (� / .. .0 100 200 �INE L�. cv ❑ wN6 5 E. FAIRVIEW AVE. S8T59'19"E 2652.60' _ 5 - Found Bross Cap - W m CI3 — = x --- --- --- --- --- - - - - - - -- - - - -- [Bare]5/8 j::::.: [52911 eC ..................-....................................... -._.... S89'33'O1 "E 867.25' 8 pp - Set 5 8"x24" Rebar, with _ T = LL 7 g -_ [ 61 7] 4 [8251] -_ _ ---_. - - _ -- Plastic Cap Marked "JUB 11334" ............... III .O - Paint Not Set or Found ' Ln a+ I —.. — m SCALE I N FEET I� LAYNI< INDUSTRIALj w a 4 ? Mock 18 as s; PLS Number Found on Monument PARK SUBDMSION [ � ,._ _ i I N n � N "SHEET --- � r'^Jy IVICINITY MAP ui V"I�"--EO S Vllll]k�EI111U LJ 1I�,II L�� "— • $lock 17 e ! I...... _... -...-. . -- _...........-... - SCALE: 1 -1200 /Q L ; D �} D � _-- SHEET INDEX 4 ,S I z , 7 8 F ___ LINE TABLE r Sheet Number Sheet Title q �..._..... _. E. WILSON I_hl. —..-.................... .......__ LINE# DIRECTION LENGTH 1 83 r - _ [Bare] Lfi are Wl C PP•-01 BOUNDARY AND PROJECT INFORMATION ►� �o Black 16 ! �72 N v L1 S89'S4'S7"E 24.99' Pp-02 EXISTING AND PROPOSED CONDITIONS $ �Tf 4F 13 12 11 10 9 8 7 5 5 4 3 2 1 87 8° 9° 11 92 �i L2 N58'38'14"W 120.03' OTT W PP-03 EXISTING AND PROPOSED CONDITIONS JEWEL ST. �� '®6 L3 N00'13'S3"W 365.22' I zs z2 23 �asr PP-O4 EXISTING AND PROPOSED CONDITIONS 24 20 21 _a _ N L4 N00'26'13"E 305.22' PP-05 EXISTING AND PROPOSED CONDITIONS x2 S8 19 T $4 182g8° LILI 2, '7 f 18 SHEET L5 S67'S8'23"E 196.52' PP---06 EXISTING AND PROPOSED CONDITIONS a 19 15 15 ZD Ls PP-07 EXISTING AND PROPOSED CONDITIONS � c �a - ItEZIAH 18 14 ,s p S89 42 07 E 100.04 0'� cc SUBDIVISION �+ "-is 13 1 is 7$ n76 _ CL =8w�k 1s - D CONDITIONS N U' i 1 1 4 x-15 Black 14 ,2 � - 70� L7 S89'59'03"E 193.75' PP 08 EXISTING AND PROPOSE o w: � 0j x 13 ,2 ' TREASURE PP-09 EXISTING AND PROPOSED CONDITIONS a c a C) I - ...Co m 12 11 Block 15 .74 73 �72 71 VALLEY - L8 S00°30'07 W 73.00 = c „ 1° 10 BUSINESS 0 N ,° 9 9 PP-10 EXISTING AND PROPOSED CONDITIONS ¢ o �- 9 a a CENTER [V zNO � �luu 8 7 7 7 6 e _ -- _ __-_- PP-1 1 SEWER LINE LOCATION PLAN Ctil L1.1 1 6 1 5 5 �85 Q d z --...... b l S89'33'39"E cv 5 4 4 �- - o ,L w 0 4 3 ,_- -- - PP-12 SEWER PROFILES A-E O z Q v a -...... 2 f [1 1334] 454.52' ��'. �- 2 s 2 L7 [4998] o < N w w p LL Q a � m PP-13 SEWER PROFILES F-K W -- �3 ?S• r� - DRucKER DR - N c L 0 ,- • 82 81 58 s7- �II��II�III� 5 51u ir5° 49 Ir 2 QC AS s� 0 54 PP-14 SEWER PROFILES K-O � r �� ¢ o 3 4 6 4• �SH I z 53 a ,° „ ,2 „ '4 PP-15 SEWER PROFILES P-R L cl 52 a &3 B° 5� 8B Black 12 = ¢ o - PP-16 SEWER PROFILES R 1 -W 1z- r Q Block 11 1 _ Zlt � /. �1 13 Blvck 1° lss�2 ' ..... so 7 8 5 4 3 2 I SHEET I I o _ PP -17 SEWER PROFILES X-CC 2 ¢ ° a �jl I o U¢ 0a BI°ak s lJ l ' e H�° _�1 - u ,7 NOTES: W a I [5082 12 : ` _ ,s ,� c p o 48 1a "12 ,B 19 _ Ci 47 =3° 33 38 41 40 20 �9 ,� �, co c7 1. CONTOUR AND SPOT ELEVATION DATA IS REFERENCED TO THE NGS NAVD '88 DATUM. = 0. z LBII + 3 4 5 `� 14,siB �' 22 24 -_� tea♦- 46 °' � 's4 37' 42 45 00 2. THE STREETS WITHIN THIS DEVELOPMENT ARE A COMBINATION OF PUBLIC AND PRIVATE STREETS. THE PUBLIC STREETS SHALL BE CONSTRUCTED I s - IN ACCORDANCE WITH ADA COUNTY HIGHWAY DISTRICT (ACHD) STANDARDS FOR PUBLIC STREETS WITH A MINIMUM GRADIENT OF 0.40%. THE FAIR 7 Black 6 17 Black s — r`- SUBDIVISION===- - B 25 26 27 (S Back 12— PRIVATE STREETS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF MERIDIAN SPECIFICATIONS. g 18 i9 26 Block 1° - 'L 1II-3s1 36 " - ---- S 2r} 6 & 7 OF BLOCK 1 LOTS 1 4 7 & 9 OF BLOCK 2 LOTS 2 6 9 & 12 OF BLOCK 3 LOTS 1 3 4 fi 13 & 27 OF l J1 10i 1 2°2122 1 Sa 29 34 31 '40 3. LOTS L, f f f f f f f f f f f f f SHEET23 2 ese 32 33 I n BLOCK 4, LOTS 1 & 4 OF BLOCK 5, LOT 1 OF BLOCK 6, LOT 1 OF BLOCK 7, LOTS 1 & 25 OF BLOCK 8, LOT 1 OF BLOCK 9, LOTS 1, -_ ' 35 � Black ,2 D ; 10 & 40 OF BLOCK 10, LOTS 1 & 8 OF BLOCK 11, LOTS 1, 4, 12, 64, 69, 70, 75, & 87 OF BLOCK 12, LOTS 1 & 28 OF BLOCK 13, 37A 1 ' �3 ",s o 5 6 36 37 27 0 LOTS 1, 12, & 23 OF BLOCK 14, LOT 1 OF BLOCK 15, LOT 1 OF BLOCK 16, LOTS 1 & 4 OF BLOCK 17 AND LOTS 1, 4 & 8 OF BLOCK 7❑15 1718 29 26 7 _ 38 39 18, ARE COMMON AREA LOTS USED FOR LANDSCAPING AND DRAINAGE. 27 Buck i0 D.--.........................................- 4. STORMWATER RUN-OFF GENERATED ON THIS SITE SHALL HAVE A QUALITY CONTROL TREATMENT PRIOR TO BEING CONVEYED TO ONSITE 4 20 2,S H EETU11�; � STORAGE FACILITIES. Z [7015] N89633'42"W 2+ 23 Black e '+ ,5 �l� 's dj� _ GEMTnNE 5. PUBLIC UTILITIES SHALL INCLUDE BUT NOT BE LIMITED TO WATER, SEWER, DRAINAGE, ELECTRIC POWER, NATURAL GAS, TELEPHONE, AND CABLE z ' 2 3 p 22 21 2a CENTER TELEVISION. 52f.53 ,s x 25 6. A PRESSURIZED IRRIGATION SYSTEM SHALL BE PROVIDED AND WILL BE MAINTAINED AND OPERATED BY THE HOMEOWNERS ASSOCIATION. F- - I e 7. SIDE YARD LOT LINES OF THE DESIGNATED PATIO LOTS HAVE A 3' PROPERTY DRAINAGE AND UTILITY EASEMENT ON EACH SIDE OF THE LOT Q THE LOT LINE � LINE. TOWNHOME LOTS HAVE A ❑' PROPERTY DRAINAGE AND UTILITY EASEMENT ON EACH SIDE OF 2 ' I ig -F 10 „ 12 Block A� >Jlook 12 8. DOMESTIC AND FIRE PROTECTION WATER SHALL BE PROVIDED BY THE CITY OF MERIDIAN. Z In 13 s+ ,5 ,g " ,B 19 20 z, 1 ,2 " '° 9- =s ' B s 9. SANITARY SEWER COLLECTION SHALL BE PROVIDED BY THE CITY OF MERIDIAN. 00 O J � ,-` Q7 13 2 0 LL a 10. IRRIGATION DITCHES THROUGH THE PROJECT SHALL BE PIPED WHERE THEY CROSS ROADWAYS WITH ALL STRUCTURES LOCATED BEYOND ANY r = Z d � PUBLIC RIGHT-OF-WAY. ._, .-. _ Y --� 4 ' - 11. LANDSCAPED COMMON LOTS ARE LOCATED THROUGHOUT THE PROJECT AND ARE IDENTIFIED ON THE PLAN. THESE LOTS SHALL BE OWNED AND rn Q f� 10 1 1 E. STATE AVE. E. STAT£ DR MAINTAINED BY THE HOMEOWNERS ASSOCIATION. ❑ _, + MT7L 9 1z 12. THE PROPERTY IS CURRENTLY ZONED C-G . W p Q W 11 19 17 1a , 11334 13. BUILDING SETBACKS AND DIMENSIONAL STANDARDS SHALL BE IN ACCORDANCE WITH THE CITY OF MERIDIAN STANDARDS AND ARE AS SHOWN BY m 6 IC6 ■ ,`ll; I l I !�i �aak 3 THE TABLES ON THIS PLAN. w MAWS 04 a 15 "Ili i ■ '- '° I'I'I 14. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN AFFECT AT THE TIME OF THE (f� Q ADDITION- E;133�U111 -_ SHEET 4 ,� o RE SUBDIVISION. [] 0 O 1 '�' N Rr.. '3 SHEET 15. THE OWNER SHALL COMPLY WITH IDAHO CODE SECTION 31-3805 OR ITS PROVISIONS THAT MAY APPLY TO IRRIGATION RIGHTS. — ❑ a I D s r� 16. A STORMWATER DRAINAGE EASEMENT SHALL BE RESERVED ON THE DRAINAGE LOTS FOR THE BENEFIT OF ACHD AND THE HOA. LANDSCAPING Z F I D I= =2a 2s 24 MVR �� q ASSOCIATION AND ACHD SHALL PROVIDE HEAVY MAINTENANCE OF THE STORM Q Z r� 23_ ■ �� a OVER SAID LOTS SHALL BE MAINTAINED BY THE HOMEOWNERS SSO W W a _ z ��4 zoo ■ 5 =+ 3 1 DRAINAGE FACILITIES FOR PUBLIC ROADS AS DEFINED IN THE COVENANTS, CONDITIONS AND RESTRICTIONS FOR LAKEMOOR SUBDIVISION. Z C c ■ - 17. INGRESS EGRESS, PUBLIC UTILITIES, AND CROSS PARKING AGREEMENTS SHALL BE ESTABLISHED FOR ALL MULTI-FAMILY, COMMERCIAL, OR — G cc a - inwiri I '[1 1 L1ras2] I - 34I n - ' 2 --�- 18. CCOMMER COMMERCIAL AND LOTS TAPARTMENT DRIVEWAYS AREA DEPICTIONS KARE SHOWN FOR EXHIBIT ING ON THE FINAL PLAT FPURPOSES. ACTUAL COMMERCIALOR EACH 5 SITE CONFIGURATIONS MAY VARY FROM THIS ❑ - ............. [5291] AC " POINT OF BEGINNING w S89 54 57 E 2649.69 PINE AVE. PLAN. Z - - - --- --- - - - - - - - --- --- - - - w768 Gfi2.44' � .. � � � � � � � � .. � : = � � >r � � � � � � 11. � � � � � � � .. 962!�P83 �. � ,.1 � � >. ,. � � � .. � � M Center ❑ _. _ ._ -, --- 2 rn ]- Quarter--Section — -- 0 G -- - - _. . 00 w I ; Corner TOTAL LAND USE SUMMARY Co z " TOTAL AREA: 1 19.77 AC. rZp �....... r`? Block2 MIXED USE AREA: (C-G) 61.05 AC. �p,L ND N 2 'I= 5 I B PROPOSED R-15 ZONE AREA: 31.24 AC. p PROPOSED R-40 ZONE AREA: 27.48 AC. o z . SHEET ; I TOTAL LOTS: 414 LOTS -� SHEET +LJI++ MIXED USE LOTS: (C-G} 47 LOTS 4 [5s i 7] N N$9'54'44"W 657.39' [4999] N SCENTSY MIXED USE COMMON LOTS: (C-G) 24 LOTS CPA f�. o za o z N COMMONS RESIDENTIAL LOTS: (R-15) 233 LOTS �� q OF �D �4s "' 6 W ` j o j RESIDENTIAL COMMON LOTS: (R•-15) 18 LOTS Cyq �-1Q` FILE: 10-16 637 PRE-PLAT Q t>r] ■ �� s• JUB PROJ.#:1fl-16-037 o : r - �, p RESIDENTIAL DENSITY: (R-15) 7.46 DU/AC u� m D ,-�' 7 . e,ock , 9kxk 1 DRAWN BY: ---- N I 8 4 , o MULTI-FAMILY LOTS: (R-40) 84 LOTS w g N r 1 MULTI-FAMILY COMMON LOTS: (R-40) 8 LOTS BOUNDARY �Es,�r�gv; ____ a z . p B MULTI-FAMILY UNITS: (R--40) 504 UNITS CERTIFICATION CHECKED BY: ---- o z Z MULTI-FAMILY DENSITY: (R-40) 1$.34 DU/AC r' I_ ONE INCH _I ��_ AT FULL SIZE,IF NOT ONE m ................ I e -- TOTAL QUALIFIED COMMON AREA: 11.97 AC. 10.0%) ............. ... _................................................... $ _ _ _ 29 LAN c sc ACCORDINGLY 4999 � � � ,f � 5817 DEVELOPER/OWNER n cT [ N89 55 43 W 13 .05 [ ] C-G QUALIFIED COMMON AREA: 6.10 AC. (10.0%} MICHAEL BYRNS P.L.S. LAST UPDATED:812812D17 r R-15 QUALIFIED COMMON AREA: 3.12 AC. (10.0%) DMB INVESTMENTS, INC. f SCOTT WONDERS, P.E. `` I J-U-B ENGINEERS SHEET NUMBER: LAYNE INDUSTRrAL R--40 QUALIFIED COMMON AREA: 2.75 AC. (10.0%) 250 S. BEECHWOOD AVE. J-U-B ENGINEERS 6 I PARK SUBDIVISION AVERAGE R-15 LOT SIZE: 3,246 S.F. STE. 120 250 S. BEECHWOOD AVE. 250 S. BEECHWOOD AVE. BO1SE, ID 83709 STE. 201 STE. 201 PP-01 SMALLEST R-15 LOT: 2,200 S.F. BOISE, ID 83709 00 � EXISTING ZONE: C-G 208-375-6666 BOISE, ID 83709 s CONTACT: DAN TORFIN 208-376-7330 208-376-7330 �� \ �� \ LEGEND (rJ-U-B EXISTING PROPOSED \ \ SANITARY SEWER LINE s s J-U-B ENGINEERS, INC. w WATER LINE ww- U N - - - - - - - - GRAVITY IRRIGATION PIPE we z I 178' 24' '38' - 47' 42>- - TT43' 47` _ > _ X i I I \ l ��\\ PRESSURE IRRIGATION LINE sue Q p O \ U) co STORM DRAIN LINE -SD--SD--SD-- STORM p T r- � E CENTERLINE - LLI 3 p � coo cei o \ I co MO`N \- I I I \ I A \��\ \\�\�\ F LOT LINE W N C� cN I \ LT \ I ) \ 2\ \��\`\� � c Z U NCO00 I I \ \ \\ / I¢Ck//10 / \ \��\\ �\�� 0 40 80 6" VERTICAL CURB & GUTTER p N N No f I / 2 \ 3 / 5/ \ �"� ��\\ �� \\�� ROLLED CURB & GUTTER z m � o X 4696 cn N 4 in, ` g�, \�� \�� LLJ / - \ \4622 4920 I/ \ \ � �\ \ \�\�\� �� 5 SIDEWALK Cn p m 4786 �� \ `�\ SCALE IN FEET SEWER MANHOLE 0 I1 \ I I Lo 6 \ DITCH FLOW LINE N4 37 x 4192 oo m 37159 I II I 7 33' T \ STREET LIGHT 34' 3818 34, 1I o TREE DECIDUOUS 8 34 39,\�� \��\�\ �' �� 3 TREE CONIFER SS N I / lul / 3578 X \ \ _ 34 EDGE OF PAVEMENT a o \ I A�� A GAS LINE 83 3 34• 3433 �' \�� \ cl' \ \��\ FENCE LINE s9 Pao 10 \ n 38' I Sol I ^ z 34 \\ 3380 \ �o \\\ FIRE HYDRANT I I I I I 30' I \I STRUC *URE TO III m 0 3149 I \ I I 30 \V A 34 I III I BE RE OVED III o I I I 3p' F 3434 J I I I 0 I III 1I 180' \II I ^ \ \ 3o' tiF r 12 56.0' 13430� �o2 28.0 .1 Irl R W 47.0' 1351 0 o. = zw 0' ' 5.0' 5.0'4 1 22.0 ' ' 25.0' 2825 Q a I - \ II 2 / 3 \ 6. o a 2825 ) o' 40 < lcn 6.045.0'1 ow � zw 82 5 O� . SW a v H \� X Q \ DITCH TO BE \2825 7 z w o o - RELOCATED \ \ 2825 o`O OCk $ \ J ~ ~ 22' � �24' A / $ 9 30• A c�'7 (Dz ° � w / I / STRUCTURE T o \ BE R�MOVED m 24' A 2825 0` \ V o I I \ w ss _ /c24' \ \ / \ 76' VERTICAL CURB ASPHALT a w z o z O 6 VERTICAL CURB w 0 w q 24' \\ \ CONCRETE _ 2825 h �( ozO taw in N N \ \ \ 0 1 0 1 0 \\ AND GUTTER TYP. N II - - - - - - g0 24 ^ / SIDEWALK TYP. O cn a w w p 32622 vi \ , \ / 2825 soh 10\ TYPICAL 6' STREET SECTION w ° Woo a 777= 33' \ 2g \ 11 1 SCALE:N.T.S. re w z z >Z z cl 0 3 \ \ dr 2825 % 1 \ � � ZQ0 cn I ST UCTU E TO 3 3' C � c�2Q. \ �O o � w0Q o E REMOVED \ \ COMMON / 12 Q � ? w N i I LOT /,33' \�- 2A. 2825 1 z z � o DU) >- I \ STRUCTUR n 1 / / \\\33' 2Q 2 25 \ R ' R 20.0' 20.0' C) Q � o z O TO BE X / g 20.00 0o Z w J LU REMOVED 18431 2 \/ \\ \� \ 1 .�14 6.0' 18.0' 18.0' 6.0' U) p o t O I 31 10 3 / \ \ 3�. 2�' 10.00' 10.00' = a � � V OMOMON \ / N \ V A p 1 2825 z 31 10 � � � �L ph 2.O' 2 0' S.00' 5.00' \ / , - 4 IOCK 6 \ �?sr- 1 ` 1 c SW SW \ 180 \ 3110 ^ 5 \ `3� O' 1 28� �29' 2%� f% 2% I \ N X X \\X \ CONNECT TO o 3110 ^ \ A- EXISTING WATER I 6 A \ \ _ u• \ ASPHALT 2' RIBBON 3110 �\ \� CURB 6" VERTICAL CURB ASPHALT / - - \ AND GUTTER TYP. w w w 1 23. RALLE 7 \ \\ TYPICAL 20 ALLEY STREET SECTION TYPICAL 40 STREET SECTION SCALE:N.T.S. CONNECT TO I o I PA 3110 `�sr. `�S. SCALE:N.T.S. EXISTING SEWER cn EIX SSMH I /� I x _ _ _ _ _ _ o \ _ ?a AR �Iv`y \ � RIM=2611. 4 7 \ INV 8"R7 ®/ !„ I E. STATE AVE. I _ _ _�- - \ 8� \ \ S- Lz CL=259y. 3 ll ss Ss SS I I' ss I ss �,_ �3' 3110 �\ \ Q I --- --- --- - - --- ss 3183 1ti \ \ 1 �� ss R 40.0' R z Z I 188, I �� ,�. �\ 1 0 0 I� I 10 I 1 \ 20.0' 20.0' - _ W I I III I - - _ 3 \ \\ \ �,� \ \ 279.1 1 1 ��' 6.0' 1 s.o' 1 s.o' \� Q Q a I Q /� I I oll x I I I �>>' 5544 TRAVEL LANE PARKING AREA / w cl) t o I I I I \ `�' ` 5.00' 7.00 0 � t o I I I I \ I I \ \ ��,` - -2983�1� I SW SW \ m I 1 z IZ _ _J 2% 2% 2% Q O W I I III 1 �o� -- --- 6 9 ^ (� Q Cy) IL a c� I I \ `fr i 1 Q i of I I I \ \ / COO \ 1 ^ 6" VERTICAL CURB ASPHALT Q Z \ 14 \ \ I / AND GUTTER TYP. LLI w Q cn ° \ / Rom. �52s 278 TYPICAL 40' STREET SECTION W/PARALLEL PARKING z 8814 rn \ 2 \ z �O� \ 1 SCALE:N.T.S.LLI z X \ \\ \\70495 W w II COMMON \ \ / I II ( J I LOT \ \� � �J / � \ ` I 2S� W Lu co cn II 11 II I V A � � I J ✓ x \ �s �041 M R 47.0' R m III I \ w 23.5' 23.5' III I IZ/ 4 NN\ 7.0' 16.5' 16.5' 7.0' w I �n / / 473' ,\ 5.0' 5.0' - - 670 Wa II � � � - II - - - - - - - - UFILE : 10-16-037 PRE-PLAT J \ � m I I� � � JUB PROJ.#:10-16-037 w D a \ % DRAWN BY: ---- >, m w I `syF� DESIGN BY: o ASPHALT CHECKED BY: a cwn cf) FT 5' CONCRETE ONE INCH Q 0 I �� SIDEWALK TYP. ROLLED CURB 00 AND GUTTER TYP. AT FULL SIZE, IF NOT ONE cy INCH SCALE ACCORDINGLY N I TYPICAL 47' STREET SECTION LAST UPDATED:8/28/2017 o scALE:N.T.s. SHEET NUMBER: N � cn V I N � co PP-02 2 o . LEGEND 3380 10, V` � SH ♦ EXISTING PROPOSED (J-U-B �\ �� ♦♦ SANITARY SEWER LINE s s 3434 , p \\\�\ \ '\ \ A �\\\\ \ \\\\ ♦♦ WATER LINE ww— J-U-6 ENGINEERS, INC. 12 \\\��\\ \ \\-z �\�� ♦♦♦ I GRAVITY IRRIGATION PIPE we S'0� 3R ; 3613^�� \ ♦♦♦ i ( PRESSURE IRRIGATION LINE �+re z � tieIt s �� A \��\\�� \ V\�\�� SS 6y � 13 0- -OMMON \��\\ �� ♦♦ STORM DRAIN LINE —su—s�—SD-- Q O LOTS �� \ _ O c� Co � CENTERLINE O co M E LOT LINE W O O O CO - p 14 15 \ \ 3S•\� \��\\ �� \�\�\\ ♦♦\ co 0 ui 6" VERTICAL CURB & GUTTER � C,� 6 Z U (D ao 00 N 3607 \ \�� ♦ 0 40 80 ROLLED CURB & GUTTER — N }' °0 35y y �` ♦♦♦ 5' SIDEWALK z m U7 lock 10 // ♦♦♦ SEWER MANHOLE LU N A- 1 \ ¢ 0 17 � y��yy v �\ / u7 16 3s �\ \��\ ♦• SCALE IN FEET DITCH FLOW LINE m � O `�O•` 4242 3674 0� \ 1 1 \ 6 18 \ \ \�� g'\ ��\�� ♦♦ IRRIGATION MANHOLE o CV m 25 ��h 1 \ ��O 3344 °^� �\ \\\ �` \ \ \ \��\� \ \\�� — — — — \ STREET LIGHT 12 19 �, v 3S v� � y \may �V ♦♦ TREE DECIDUOUS 2825 • 1 9' 3240 °j \ ' �� 3 \ 43' 20 TREE CONIFER _,37' 3296 3S, �� \ �� \ E ---- SS\0 L Al 2�25 0, 3g' \ \ \ \ EDGE OF PAVEMENT �0 21 w w GAS LINE 335214 rn a�O f 22 \ \� \�\Z �\\\ FENCE LINE '� 83 1 2825 - \ cn o � 1 �oD A v 3 .y �� Amy�w�A p' 1 15 3377 S \\��\\� \"�� \ FIRE HYDRANT Y 2831, s, ,3 \�� \� �_� _� ♦ !y OF �R, 1 x _ I x 3S, 3400 S _ �� \ `\ \ ♦♦♦ 24 C 1 2963 r' / 3422 rn� \ 17 — 2871 23 / 34\ \ \ ♦♦26 25 \ \ 3S. 3566 o I ,35, \� _ _ / \ PRESSURE IRRIGATION w \ � ` ` � �� \�\�� \ PUMP STATION = Za �S' 12835 �\ 27 n �\ \�\_��\ ♦ o x ems. 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WILSON ST 261 — / o / DESIGN BY: o - - - - - - —p- _ _ _ +_ _ _ — _ _ _O _ ALLEY _ _ \\ / r I CHECKED BY: ---- a x -O x x - / \ I N I _ �— �'\ - - - - - - /� I / ONE INCH \ AT FULL SIZE, IF NOT ONE in 00 I 175' 46 �� 50' �0��\\ 129' /j / � I I - INCH SCALE ACCORDINGLY r PIRR PIRR PIRR PIRR PIRR PIRR PIRR � N i ( \\5 \ \ I / / / � J I�IIi i LAST UPDATED:8/28/2017 \ / G N 35' 35' 35' 35' 35' 35' 35' 35' 35' 35' \ 35' 29'25 SHEET NUMBER: \ I J N y U a \ I I �O~ W WI w \ \\�/ / / \\ _11 Pp- 1 0 o v v v !I ss I ss FL - - - - s - - - - SS V- (rJ-U-B + -1 EP EP I X 8 + - J-U-B ENGINEERS, INC. 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Q g SEWER LINE Y SEE SHEET PP-17 0 > m m l,�l I�I I I I I 0 e LINE S SEWER LINE Z SEE SHEET PP-17 ° w 0, ° c + SEWER LINE AA SEE SHEET PP-17 Z U) C) I SEWER LINE BB SEE SHEET PP-17 'z z O w & m �� I W ' = I SEWER LINE CC SEE SHEET PP-17 w ° o w z 1 I wo+oo „ o ,2+0p �,L�O Z _ SEWER LINE DD SEE SHEET PP-17 W z o Z o cn UTIT L I N LOL E R ¢ m ' z TF1ucn Oda I A o NWOcT ' W _O wZZ � I J°+ao � X°° , p � � ru w w W z Z c� 1 �s I + I � jzQo w 0- I LINEL1 � LINE L � � ° �z W Fz) + / / =) U) >- tYQ UQ � Oz ,° „+ ,z+0° 14+ ,s � LL�Sx°° NE F L I N E I 11 � o � a. X ,� DINE K +3 = ww ° - o A— _ _ + , ."LINE R 8 N LINE DD 11 1 7111111111niiiiiiiinifflHkikir >> </� °X LINE CC a „ o „ 3 1111111111 1 / /11 1 C — , 0 o / �XOO I � x ♦ 3XOO Z I 14+00 W o. \ +oo- 16+00 1 1 w= Z I � Z= z ° 3 FRI S J' ��N J I Q 1 � J z+ I 1 o I OO 2 z Z $ cn I ,� - — Q _0 co ��„�„ p Q aI— a �.�}� $'. Z J I m z U w nimimimmimm J + w + J , w= I Q LINE H O+zi _ Z_ — w _ L K n l � z ,7+0 6 � 2+ � �-, +00 LINE M 0 00 „+00 ,2 INE � ";t cr w 5F � 00, I w TFFM FTTFP-- T I I == == > a i i (I h=LL�j I I L -Immn Lu d Q�p w o 0 o 0 - - — - - - - Ir — — — — g — s — — �� - - -- - - - _ — — — — z + a M LINE AA 1 1 1 1 1111 0 0 a o �� I I gg ao ao c 0 a w it FILE: 10-16-037 PRE-SEWER > J 00 7 w � ® 9 � a ----- -- JUB PROJ.#:10-16-037 m D I DRAWN BY: ---- a w BY: N J + o w N + CHECKED BY: � o ONE INCH Q m W + e AT FULL SIZE, IF NOT ONE o ^ z INCH. ALE ACCORDINGLY LAST UPDATED:8/28/2017 N r + I SHEET NUMBER: 00 _ �LINEUBB iopp- 11 V I 1 00 12+00 _ 13+00 1 d I I - 2615 2615 2615 (rJ-U-B or EXISTING GROUND ® SEWER ""T \\ J-U-B ENGINEERS INC. r -lr ---- ---- ---- / --- -- -__` �i� \\ E ISTING GROUND ' _ CAD � SEWER 2610 - 2610 - --__ 2610 U Nt > 'zt Q m o O T � cM E 2605 40.2 LF 8" 00.40% 2605 2605 W N � 0 cy) cy) N -6 z U N 00 cc) � � = CD 00 N O 2 231 z m � N LF 8" ® 0.40% 80.8 LF 8" ® 0.60% O c 2600 109.2 LF 8" ® 0.41% 94.0 123.5 LF 8 ® 0.40% W 67.2 LF 8" ® 0.41% 2600 165.9 LF 8" ® 0.40% MH SSWR-2 2600 292.2 LF 8" STA: 16+28.66, 0.00' Lo m RIM: 2611.01 MH SSWR-5 MH SSWR-8 MH SSWR-9 STA: 13+47.36, 0.00 MH SSWR-5 8" IN: 2600.68 (SE) STA: 10+50.00, 0.00' MH SSWR-7 STA: 14+32.17, 0.00' STA: 12+19.86 ' STA: 13+46.21, 0.00' 8" OUT: 2600.59 (NW) RIM: 2612.73 0.00' RIM: 2609.09RIM: 2609.72 MH SSWR-6 RIM: 2612.73 8" IN: 2599.28 (E) RIM: 2609.26 8" OUT: 2601.13 (S) MH SSWR-3 8 IN: 2600.05 (N) 8" IN: 2600.65 (N) 2595 STA: 10+50.00, 0.00' 8" IN: 2599.28 (E) STA: 15+30.66, 0.00' MH SSWR-1 2595 8" IN: 2599.29 (N) 8" 8" IN: 2600.65 (E) 2595 RIM: 2610.98 8" IN: 2599.29 (N) MH SSWR-4 RIM: 2612.00 STA: 16+72.85, 0.00' 8" OUT: 2599.19 (W) 8" OUT: 2599.95 (S) g" OUT: 2600.55 (S) 8" IN: 2598.03 (E) 8" OUT: 2599.19 (W) STA: 14+17.43, 0.00' 8" IN: 2600.21 (SE) RIM: 2610.26 8" OUT: 2600.05 (E) L N RIM: 2612.01 8" OUT: 2600.11 (NW) 8�� OUT: 2600.84 (NW) 8" IN: 2599.66 (SE) 8 OUT: 2600.94 (SE) 4� o 8" OUT: 2599.56 (W) 2590 1 83 2590 2590 0 10+00 10+50 11 +00 11 +50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 10+00 10+50 11 +00 11 +50 12+00 12+50 13+00 13+50 14+00 14+50 14+82 !y 9Tf 0 F LINE A LINE B �S��TTW r� 2615 2615 2615 2615 w cUn Q XISTING GROUND EXISTING GROUND CE SEWER CSEWE o w ❑ a 2610 _ - -- - 2610 2610 -_-- ---- _ 2610 Q �_ �" w oC / a0 � m0D ci d Z � � O= c �; J � �_ C6 V/ U' ZZO W 2605 2605 2605 2605 w �, o w z z - ocn � w " a ❑❑ ocngz O ozo � aw � 185.3 LF 8 ® 0.60% 5LF8" ® % z 182.3 LF 8" 00.40% '� ¢ a a m z 114.3 LF 8" ® 0.40% O 0 a �i w � w p 174.8 LF 8 ® 0.40% 114.3 LF 8" ® 0.40% j o 00 w o � 2600 84.9 LF 8' ® 0.40% 105.3 LF 8' ® 0.40% MH SSWR-14 MH SSWR-19 � � w z 1 1 1 f2600 2600 STA: 15+72.32, 3.27' R 2600 w = w z o 0 MH SSWR-13 STA: 16+93.22, 0.00' RIM: 2610.01 0 w w TRIM: 2610.06 MH SSWR-8 MH SSWR-18 8" OUT: 2603.34 NW z a o Q MH SSWR-11 STA: 15+03.90 0.00' ( ) MH SSWR-12 RIM: 2610.00 8" IN 2603.24 (NW) STA: 10+50.00, 0.00' MH SSWR-17 STA: 13+95.85, 0.00' Q C a STA: 11+38.85, 0.00' RIM: 2609.72 STA: 12+77.59, 0.00' RIM: 2610.00 �z ' �o MH SSWR-7 STA: 13+17.63, 0.00' 8" IN: 2602.02 (NW) 8" IN: 2600.65 (N) RIM: 2608.64 8" IN: 2602.30 (SE) z a = RIM: 2609.20 w zQ a Q STA: 10+50.00, 0.00' 8" IN: 2600.39 (W) " RIM: 2610.00 8" OUT: 2602.12 (SE) 8" IN: 2600.65 (E) 8" IN: 2601.74 (SE) 8" OUT: 2602.20 (NW) < o 0 a RIM: 2609.26 �, 8 IN: 2601.19 NW 8 OUT: 2600.49 (SE) 8" OUT: 2600.55 (S) 8" OUT: 2601.64 (W) o a U � Oz 2595 8" IN: 2600.05 (N) 8" OUT: 2601.29 (SE) 2595 2595 2595 ❑ ?Lu J UJ 8" OUT: 2599.95 (S) MH SSWR-16 U) Ir o o 8" OUT: 2600.05 E = w a L ( ) STA: 1 1+59.34, 0.00 � = a � � RIM: 2608.04 8" IN: 2601.18 (E) 8" OUT: 2601.08 (W) 2590 2590 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+0T7+18 10+00 10+50 11 +00 11 +50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 15+86 LINE C LINE D 2620 2620 z w 2615 2615 00 w uJ (n = Q iu EXISTING GROUND Q W a ® q SEWER _ Q " -- - J co --- ---- ---- - �� HORZ 0 50 100 0 -_ IL 2610 - - _ - - ----- ---- ---- - --- ---- ---- ----- ---- ---- ---- ---- 2610 z I w VERT 0 5 10 U) - o co Q SCALE IN FEET Lu Q � 158.9 LF 8" ® 0.60% a 2605 137.8 LF 8' 071 uJ W 298.2 LF 8" ® 0.40% MH SSWR-34 2605 W Ir a STA: 20+20.00, 0.00' z (/) ❑ 182.6 LF 8" ® 0.40% w 57.4 LF 8" CAD 0.40% RIM: 2612.09(NW) ff 136.1 LF 8" ® 0.40% MH SSWR-33 8" OUT: 2606.68 (NW) w STA: 18+57.14, 0.00' CD I � MH SSWR-32 RIM: 2610.99 STA: 17+15.29, 0.00' 8" IN: 2605.72 (SE) ❑ 2600 MH SSWR-28 RIM: 2611.25 8" OUT: 2605.62 (W) 2600 = STA: 11+65.1 1, 0.00' MH SSWR-29 m 8" IN: 2605.07 (E) w RIM: 2610.44 STA: 12+26.46, 0.00' MH SSWR-30 z 8" OUT: 2604.97 (NW) 8" IN: 2602.63 (NE) RIM: 2611.00 STA: 14+13.05, 0.00' o 8" IN: 2602.63 (SE) 8" IN: 2602.96 (N) RIM: 2611.00 2 8" OUT: 2602.53 (SW) 8" OUT: 2602.86 (SW) 8" IN: 2603.79 (SE) 6 8" OUT: 2603.69 (S) T 2595 MH SSWR-160 2595 D STA: 10+25.00, 0.00' c/) RIM: 2610.20 N 8" IN: 2601.88 (NW) 8" IN: 2601.98 (NE) O w �[ FILE : 10-16-037 PRE-SEWER 2590 2590 JUB PROJ.#:10-16-037 m a_ 10+00 10+50 1 1 +00 1 1 +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 20+45 DRAWN BY: ---- 0 w DESIGN BY: ---- 2 J _6 LL CHECKED BY: ---- a U) ONE INCH m_ LINE E AT FULL SIZE, IF NOT ONE v INCH SCALE ACCORDINGLY o r o LAST UPDATED:8/28/2017 I� N N r SHEET NUMBER: N � W � � U PP- 1 2 ❑ o � a ❑ 2615 2615 EXISTING GROUND (rJ-U-B ---------__ ® � SEWER 2615 2615 -- - --_ EXISTING ROUND J-U-B ENGINEERS, INC. ---- --- - - ® SEWER -- - --- ---- ---- 2610 2610 ------- ---- ---- ---- U 2610 - z ; Nt „ 35.6 LF 8" ® 0.40% 181.3 LF 8" ® 0.60% 2 610 Q o F8 ® 0.40% O T dj � M 2605 160.2 L 2605 LLI 0 O c) (D cy)m o MH SSWR-156 W N C,r) cy) N -6 MH SSWR-48 STA: 14 RIM:12610.00'1.19 2605 2605 z N N O 2 MH SSWR-49 126.1 LF 8 ® 0.60% � �_ 182.3LF8' ® 0.40% STA: 10+25.00, 0.00' MH SSWR-155 8" OUT: 2607.02 (SE) MH SSWR-42 z m � 0 c x RIM: 2612.69 STA: 11+89.19, 0.00' STA: 12+28.78, 0.00 RIM: 2612.00 r 344.2 LF 8" ® 0.40 0 8" IN: 2604.95 (N) RIM: 2611.83 MH SSWR-41 STA: 16+89.67, 0.00' w N o LL 2600 8" IN: 2604.95 (W) 8„ IN: 22605.5 (NE) 8" IN: 2605.93 (NW) 2600 STA: 15+59.58, 0.00' RIM: 2613.00 m cn 8" OUT: 2604.85 (E) 8" OUT: 2605.59 (S) 8" OUT: 2605.83 (SW) HORZ 0 50 100 ffMHSWR-28 MH SSWR-39 O RIM: 2612.73 8" OUT: 2605.70 (W) i O STA: 10+25.00, 0.00 8" IN: 2604.95 (E) � � co2600 RIM: 2610.44 STA: 13+73.25, 0.00' 8" OUT: 2604.85 (W) 2600 , (V 8" IN: 2602.63 (NE) RIM: 2612.18 8" IN: 2604.12 (E) 8" IN: 2602.63 (SE) 8" OUT: 2604.02 (NW) 2595 2595 VERT 0 5 10 8" OUT: 2602.53 (SW) SCALE IN FEET 2595 2595 Sc- L N 4 2590 2590 1 83 10+00 10+50 1 1 +00 1 1 +50 12+00 12+50 13+00 13+50 14+00 14+39 2590 2590 !y 9rE of LINE F 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+0-0+15 S�OTTW LINE G w 2620 2620 � a W o owz � ,jj 262 620 < W OWE = Q aCJ W, ~ 1- 0 (1 00 2615 � 2615 Z W o � � \1 ��---- -- ® q SEWER cQzao w z--- -- -- ----- --- ---- - --- ---- ---- ----- --- - 261 EXISTING GROUND 615 a o ° E W K z -- SEWER � � - q � W O -- - --- __ ozo � a � 2610 2610 W Q a Ui= � w O cn 2 � W O 0 0 261 610 � Q ? W � o � ui 226.E LF 8" a Q o @ 07 .609e z 229.7 LF 8" ® 0.60% ¢ � 5 a Z? ' �o 2605 294.8 LF 8" ® 0.40% 2605 60.6 LF 8" ® 0•39% MH SSWR-164 a O a 37.9 LF 8" ® 0.40% 127.3 LF 8" ® 0.40% MH SSWR-171 o a o z 95.6 LF 8" ® 0.40% STA: 12+55.61, 0.00' STA: 10+25.00, 0.00' z L w 260 RIM: 2612.60 605 0 - w J Ui RIM: 2613.36 v, w a O M I SSWR-157 8" OUT: 2609.25 (E) 8�� IN: 2607.89 (E) = w E _ 8 IN: 2607.89 (W) = a 0 STA: 18+94.35, 0.00' z 2600 MH SSWR-45 MH SSWR-48 RIM: 2612.96 2600 8" OUT: 2607.79 (S) MH SSWR-00' STA: 11+66.57, 0.00' MH SSWR-47 8" OUT: 2606.33 E STA: 11+24.63, 0.00' STA: 16+60.67, 0.00 ( ) RIM: 2615.50 RIM: 2614.92 STA: 13+61.89, 0.00' RIM: 2612.69 2602.48 (NW) 8" IN: 2602.73 (W) RIM: 2613.80 8" IN: 2604.95 (N) 260 600 8" IN: 2602.73 (N) 8" IN: 2603.68 (W) 8" IN: 2604.95 (W) 8" OUT: 2602.38 (SE) 8" OUT: 2602.63 (SE) 8" OUT: 2603.58 (S) 8" OUT: 2604.85 (E) 12+81 12+50 12+00 1 1+50 1 1+00 10+50 10+00 2595 MH SSWR-44 MH SSWR-46 2595 STA: 10+25.00, 0.60 STA: 12+97.86, 0.62' L LINE I RIM: 2615.00 RIM: 2614.09 8" IN: 2602.00 (NW) 8" IN: 2603.34 (N) 8" OUT: 2603.24 (E) 2590 2590 0 10+00 10+50 11 +00 11 +50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+009+19 z w LINE H oo LL w 2625 j C Q n w Lu a- 2620 2620 - J M Q CO I ^ LL � z � EXISTING GROUND O I � w ® � SEWER 2620 cn - - ' 6 2615 ___ _ 2615 I C'7 EXISTING GROUND I L>,J ---- ---� ® � SEWER I w -- ----- -- ___-- --- --- -� I z LJJ w 2615- w ---------- ---- - _ Cn 0 0 2610 2610 -- ---- - --- ---- ---- ----- ---- I� w II a- w Ia- m z 2610 I= 2605 2605 Icf) m ' bi 030® " . .6 % T 21 LF 8 ® 0.40% II Uw' MH SSWR-53 404.3 8" ® 0.60% STA: +08 0.9160 RIM: 25.6, . 0' R-52 3 212.4 LF 8" ® 0.40% STA: 1 1+54.07, 0.00' 8" OUT: 2604.23 (W) 28g.8 LF 8" CaD 0.40 0 1 2600 RIM: 2614.02 2600 w 89.6 LF 8" ® 0.40% Z IJ I= w 8" IN: 2603.33 (E) U J 8" OUT: 2603.23 (S) MH SSWR-56 I FILE : 10-16-037 PRE-SEWER MH SSWR-106 w m STA: 17+68.29, 0.00' STA: 10+50.00, 0.00' JUB PROD.#: -03 a MH SSWR-45 2600 RIM: 2616.07 MH SSWR-54 MH SSWR-55 O DRAWN BY: ---- RIM: 2613.59 _0 wC0 U) STA: 10+25.00, 0.00' 8" IN: 2607.08 (W) STA: 14+58.35, 0.00' STA: 16+74.71, 0.00' 8" IN: 2604.12 (S) to DESIGN BY: 2595 RIM: 2616.00 RIM: 2614.23 J 2595 RIM: 2614.92 8 IN: 2604.57 (W) 8" IN: 2603.76 (S) I + " IN: 2602.73 (W) 8" OUT: 2604.22 (E) I p ONE INCH '6 a 8 IN: 2604.22 W CHECKED BY: ---- FL w 8 8" IN: 2602.73 (N) 8" OUT: 2604.60 (N) 8" OUT: 2603.76 (N) I N Q 00 AT FULL SIZE, IF NOT ONE 8" OUT: 2602.63 (SE) 8" OUT: 2604.67 (E) v I INCH SCALE ACCORDINGLY 0 2595 LAST UPDATED:8/28/2017 N 2590 2590 10+00 10+50 1 1 +00 1 1 +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+00 201 SHEET NUMBER: 10+00 10+50 1 1 +00 1 1 +50 12+00 12+50 13+00 13+34 LINE K PP- 1 3 LINE J 0 0 � o (J-V-B -1 J-U-B ENGINEERS, INC. I 2620 2620 2620 z N Nt _ > 'zt EXISTING GROUND Q dy O ---- ---- -------- ---- ® � SEWER O T 1 Co M E w ----- I , ® � SEWER 261E 2615 - -- ----- - 2615 W N ~ r- c� � � o _ - ► z U N CC0 0 � � I Z mcf) - I I o W cz II 2 610 U7 cn ILL. J=UQ III 271.0 LF 8" ® 0 I 86.2 L 2610 I 2610 300. F 8" .0060% mZ 1 � F 8" ® 0.40% 177. LF 8" ® .40% .40% I 312.4 F 0 % 90.3 LF 8" 0 0.40% MH SSWR-163 I MH SSWR-165 2605 2605 2605 o I STA: 24+27.23, 0.00' MH SSWR-164 STA: 29+13.65, 0.00' MH SSWR-60 RIM: 2612.68 STA: 26+08.93, 0.00' RIM: 2613.21 MH SSWR-59 STA: 13+66.41, 0.00' MH SSWR-61 c�S�� L N o MH SSWR-58 8" OUT: 2609.69 (W) STA: 10+50.00, 0.00' RIM: 2616.11 STA: 14+60.72, 0.00' �c Lo 8' IN: 2607.08 (N) RIM: 2612.60 RIM: 2616.02 STA: 23+37.07, 0.00' RIM: 2617.24 8" IN: 2605.52 (S) y 8" IN: 2607.08 (E) 8" IN: 2607.89 (E) 8" OUT: 2607.39 (N) 8" OUT: 2605.52 (N) 8" IN: 2605.88 (S) N I RIM: .54 ( 0 8" OUT: 2606.98 (W) 8" IN: 2607.89 (W) 8" IN: 2605.98 (E) 1 83 8" IN: 2606.54 (S) 8" IN: 2606.64 (E) 8" OUT: 2607.79 (S) 2600 8" IN: 2606.64 (W) 2600 8" OUT: 2605.98 (W) 2600 �9 Pao I lysTf OF CpTT W I 2595 2595 2595 r+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+39 10+00 10+50 1 1 +00 1 1 +50 12+00 12+50 13+00 13+50 14+00 14+50 14+86 HORZ 0 50 100 LINE w � a LINE K owz � w = - a __ F- o W VERT 0 5 10 ° wj = Q avw ~ E � m H SCALE IN FEET ° w o o 00 Z c _ c � U) Z Z ZZ ?' w 2620 2620 a o o z p z o w 1l Qa' Elm > z 00a- u w : w p w < Li- [C -, o W 0 ' EXISTING GROUND U = w K z OZ U ® � SEWER � 2ZQo c/) 261E - - _ ----- ---- -- 2615 z w ao Q o QHm ILL N Z O I 1 g < 00- _ I U Q O z 34.1 LF w 8" 0 0.40% o Z J JJ 1 1 IIII 97. CAD " = Ir= ° o2610 2610 �a � Oz 0.40% 134.0 LF 8 ® 0.60% LF 8" 00.40% 2 LF 8" 91.E LF 0u251.8LF8" 1% 8 00.40% MH SSWR-68 1 2605 89.5 LF 8" -0 0.41% 4 2605 - 153.2 LF 8" C9 0.41% MH SS W R144 STA: 19+44.35, 0.00' MH SSWR-70 MH SSWR-159 STA: 1145, 0.00' 8" IN: 2614.92 STA: 21+20.44, 0.00 : 2607.42 (E) RIM: 2613.47 f MH SSWR-143 STA: 16+31.49, 0.00' RIM: 2613.69 8" 8" IN: 2608.56 (E) RIM: 2612.25 8" IN: 2606.49 (NE) OUT: 2607.52 (W) STA: 14+75.72, 0.00' 8" OUT: 2606.03 (NE) 8" IN: 2606.39 (SW) RIM: 2610.00 MH SSWR-142 8" OUT: 2605.93 (SW) MH SSWR-69 2600 MH SSWR-141 STA: 11+82.22, 0.00' 8 IN: 2605.31 (NE) STA: 19+82.48, 0.00' 2600 STA: 10+25.00, 0.00' RIM: 2614.19 8" OUT: 2605.21 (S) MH SSWR-67 STA: 18+43.13, 0.00' RIM: 2614.92 RIM: 2615.16 8" IN: 2604.04 (N) RIM: 2614.79 8" IN: 2607.66 (E) 8" IN: 2603.31 (N) 8' OUT: 2603.94 (S) 42" IRRIGATION PIPE 8 OUT: 2606.94 (SW) 8" OUT: 2607.76 (W) 8" OUT: 2607.04 (W) z w 2595 2595 O O Lu w 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 20+50 21 +00 21 +45 = Y Ir LINE Ll > o w M Q J_ LL 7 2b2U- 2b2u m z O 2620 2620 =D Q Ji = EXISTING GROUND 2620 2620 U) _ 0- ® CL SEWER EXISTING GROUND � Q ---- _ ® � EWER W 2615 ----- ---- - --- - -- 261E ----- ---- --- - ---- _-- _-- W W Lu w 2615 --- _ 2615 z 2615 EXISTING GROUND 2615 -- w ® SEWER U) ---- - - w _ cw 2610 2610 2 - - 2610 2610 m 2610 2610 z IL 223.2 LF 8" ® 0.60% 231.0 LF 8" ® 0.40% 54.2 LF 8" ® 0.40% �6L73_LF 8' ® 0.41% 178.4 ® 0.61% 260E 2605 225.3 LF 8" ® 0.60% 260E MH SSWR-166 MH SSWR-61 j MH SSWR-167 2605 260E 2605 STA: 10+25.00, 0.00 MH SSWR-168 MH SSWR-54 STA: 12+52.19, 0.00' STA: 13+12.47, 0.00' STA: 15+47.46, 0.00' MH SSWR-105 RIM: 2614.84 STA: 12+32.41, 0.00' RIM: 2616.02 RIM: 2616.07 a w STA: 10+50.00, 0.00 RIM: 2616.00 MH SSWR-169 8' IN: 2607.32 (E) 8" IN: 2605.88 (S) 8" IN: 2606.31 (N) RIM: 2613.42 w CE 8" OUT: 2605.66 (E) 8" IN: 2604.57 (W) STA: 12+54.26, 0.00' 8" IN: 2605.98 (E) 8" OUT: 2606.21 (W) 8" OUT: 2607.23 (S) 2600 8" OUT: 2604.60 (N) 2600 MH SSWR-170 RIM: 2613.52 8" OUT: 2605.98 (W) FILE : 10-16-037 PRE-SEWER a 8 OUT: 2604.67 (E) STA: 10+25.00, 0.00 8" IN: 2604.54 (N) 2600 2600 JUB PROJ.#:10 16 037 "' m 2600 RIM: 2610.54 8" OUT: 2604.44 (E) 2600 DRAWN BY: ---- m a 8" OUT: 2605.89 (S) MH SSWR-56 0 J STA: 13+12.43, 0.00' --- '6 ILL RIM: 2613.59 CHECKEDI Y: ---- FL w c/) 8" IN: 2604.12 (S) ONE INCH Q m 2595 2595 8" IN: 2604.22 (W) 10+00 10+50 1 1 +00 1 1 +50 12+00 12+50 12+91 sAT FULL SIZE," OUT: 2604.22 (E) 2595NOT ONE 2595 NCH,SCALE AICCO DIINGLY 2595 1 2595 10+00 10+50 1 1 +00 1 1 +50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+5015+72 LAST UPDATED:8/28/2017 I� N M LINE10+00 10+50 11 +00 11 +50 12+00 12+50 13+00 13+37 SHEET NUMBER: oro LINE 0 LINE N PP- 1 4 a o (rJ-U-B -1 J-U-B ENGINEERS, INC. 2620 2620 U ; Nt Z 'zt Q dy o EXISTING GROUND 00 T 1 co M 2615 __- - ® EWER 2615 w O O co m o - ---------- --- -------------- - W NrjciN Z U N 00 CC) � � N }, o 0o � 0 N o 2 z m c/) - c x 2610 2610 LLJ " m O _ L ® 60 C = L 2 80. % O Lo I 257.8 LF 8" CaD 0.40% N co 2605 MH SSWR-74 MH SSWR-145 MH SSWR-154 2605 STA: 10+25.00, 0.00' STA: 12+86.84, 0.00' STA: 15+53.71, 0.00' RIM: 2614.24 RIM: 2614.05 RIM: 2612.82 8" IN: 2606.60 (S) 8" IN: 2607.72 (S) 8" OUT: 2609.29 (N) HORZ 0 50 100 8" IN: 2606.60 (W) 8" OUT: 2607.62 (N) 8" OUT: 2606.50 (E) a 260 0+00 10+50 1 1 +00 1 1 +50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 15+79600 VERT 0 5 10 1 83 SCALE IN FEET 0 !y 9Tf OF LINE P scOTTW r� 2625 2625 cn a w p owz � w = _ a ~ ~ ow OC Q � Owl = Q dCJw � m H � 2620 2620 ° zW o o m `x ~ = - � �_ cQ Z Z OZ ?' w z_ O U) U W z Z75 � � - z EXISTING GROUND o z o o a W O 2615 - - ------ ---- - 2615 0 0 0- vi w � w p 1LQd' Elm 5; z uwiw0W � L ~ w00 Lu FILL AREA ---- - � o2iw < o � FILL AREA - D w _-il,- _ � Q o - ¢ � � 0N / <Z ' �0 \ \ / 2610 = 219.8 LF 8" --- 2610 ® o.so% wQoa � 132.7 LF 8" 00.40% � a > a I � 0z 180.6 LF 8" ® 0.40% 0 z w J uJ 369.8 LF cn Ir 00 0 � Ia � � zz 2605 MH SSWR-78 2605 MH SSWR-73 STA: 13+85.52, 0.00' MH SSWR-107 MH S3WR-71 RIM: 2611.94 STA: 10+25.00, 0.00' STA: 12+48.84, 0.00' 8" IN: 2608.35 (E) STA: 10, 0.00' MH SSWR .000'' �� 8 RIM: 2612.62 RIM: 2612.712.75 STA: 19+43.92, 0 0." OUT: 2608.35 (W) 8" IN: 2607.53 (S) RIM: 2614.81 8 OUT: 2610.30 (N) 8" IN: 2608.88 (E) 8" OUT: 2608.25 (N) 8" OUT: 2607.43 (N) 8 IN: 2605.93 (S) 8" IN: 2608.98 (S) 2600 8" IN: 2605.93 (w) 2600 10+00 10+50 1 1 +00 1 1 +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 8" OU yt605.83 (E)19+5U9+69 LINE Q CD z Lu 00 3: 2 � 2620 1 2620 _ Q rl- I co -- _ > 0 --- - EXISTI G GROUND ----_ --- --- 0 _ L.L -- -- -� / SEWER / �� - _ _ -- --- - V Inz : O _17 _ i i - � w 2615 - _ - 2615 (n _ W S 209.9 LF 8" ® 0.60% -- a 2610 14.5LF8 00.41% 2610 z U) 0 ® .40% 214.2 LF 8" 32.3 LF 8" ® 0.42% cwn (I 164.5 LF 8" ®7 08.8 LF 8" ® 0.60%0.41% 3 w 199.8 LF 8" ® 0.41% o STImmA: SSWR25. 139.1 LF 8" ® 0.41% STA: 10+25.00, 0.05' R I 88.0 LF 8" C� 0.40% m 2605 RIM: 2616.91 MH SSWR-79 2605 Lu z MH SSWR-91 MH SSWR-98 8" OUT: 2610.35 (W) STA: 14+75.52, 0.00' a_ STA: 14+57.06, 0.00' STA: 24+32.02, 0.00' � LMH SSWR-90 RIM: 2611.50 MH SSWR-94 MH SSWR-96coRIM: 2611.60 MH SSWR-93 RIM: 2617.58 o STA: 12+38.88, 0.00 8" IN: 2607.98 (S) STA: 19+90.89, 0.00 STA: 21+19.19, 0.00' �8" IN: 2608.14 (S) STA: 18+47.79, 0.00' RIM: 2616.41 RIM: 2616.50 8" IN: 2613.76 (W) r RIM: 2616.88 8 OUT: 2607.98 (E) RIM: 2617.00 g" IN: 2605.62 (S) 8" OUT: 2608.15 (W) 8" IN: 2609.09 (E) 8 OUT: 2608.04 (N) 8" OUT: 2607.88 (N) 8" IN: 2606.29 (S) 8" IN: 2606.20 (S) D 8" OUT: 2608.99 (N) 8" OUT: 2606.19 (N) 8" IN: 2605.52 (W) 8" IN: 2606.30 (E) 2600 MH SSWR-92 8" OUT: 2606.29 (E) 8" OUT: 2605.62 (N) MH SSWR-95 8" OUT: 2612.73 (E) 2600 N STA: 16+44.01, 0.00' STA: 20+27.21, 0.00' Lu RIM: 2614.22 RIM: 2616.18 w 0 8" IN: 2607.21 (S) 8" IN: 2605.75 (S) " " 8" OUT: 2605.85 (N) FILE : 10-16-037 PRE-SEWER 8 OUT: 2607.11 N J w coJUB PROJ.#:10 16 037 2595 2595 DRAWN BY: ---- J 10+00 10+50 1 1 +00 1 1 +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 20+50 21 +00 21 +50 22+00 22+50 23+00 23+50 24+00 24+50 24+82 DESIGN BY: ---- _6 u- CHECKED BY: ---- c R ONE INCH coLINE AT FULL SIZE, IF NOT ONE o HORZ 0 60 120 INCH SCALE ACCORDINGLY r o LAST UPDATED:8/28/2017 I� N N r SHEET NUMBER: N � VERT 0 5 10 PP- 1 5 o SCALE IN FEET o � ao (rJ-U-B 2620 2620 J-U-B ENGINEERS, INC. EXIS ING GROUND -\ ® q SEWER 2615 -- 2615 Q o cy) (D O M r- M E Lu Lu ON co~ cicco0 Z 2610 2610 = o oo = 0 N co 2 Z m om - c . . HORZ 0 50 100 LLJ cn 2605 "LF 8 ® 0•41% I m O O 139.2 2605 N m I 121.7 LF 8" ® 0.41% VERT 0 5 10 ' ® 0 16.2LF8 ® 0.41% 126.3 LF 8" .41% SCALE IN FEET 1240.2 LF 8" ®® 0.41% MH SSWR-111 STA: 17+90.91, 0.00 MH SSWR-149 MH SSWR-151 RIM: 2615.98 MH SSWR-94 2600 STA: 14+01.86, 0.00' MH SSWR-150 STA: 16+47.69, 0.00' 8" IN: 2605.11 (W) STA: 18+68.00, 0.00' RIM: 2616.21 2600 MH SSWR-148 RIM: 2615.63 STA: 15+22.02, 0.00' 8" OUT: 2605.21 (E) RIM: 2616.41 STA: 12+71.56, 0.00' 8" IN: 2603.36 (SW) RIM: 2616.01 8" IN: 2604.44 (S) 8" OUT: 2605.01 (N) 8" IN: 2605.62 (S) a STA: SSWR27.3 RIM: 2615.00 8" IN: 2603.26 (SE) 8" IN: 2603.84 (S) 8" OUT: 2604.34 (N) 8" IN: 2605.52 (W) STA: 616.2 36, 0.00 8" OUT: 2605.62 (N) 8' IN: 2602.64 (SE) 1 83 RIM: 2616.28 8" OUT: 2603.26 (NE) 8" OUT: 2603.74 (NW) 8" IN: 2601.56 (S) 8" OUT: 2602.54 (N) 8" OUT: 2603.16 (NW) 2595 2595 �y 9rE OF 10+00 10+50 1 1 +00 1 1 +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 18+93 'SCOTT W � LINE Rl w cn w p owz � w = - a ---- 1 -- W2620 2620 2625 2625 EXISTING GROUND - o w ® q SEWE m Wp = m U ------ - Q --- --- Z co ~ = s \`� --- c Z Z ~O w Z 2620 2620 < w cn � z 2615 2615 Z1 °° "-' Wz ao Z � = 0LQoez O u- zo w Qfr C9 > z O cn a 66.5 LF 8" ® 3.18% wQu- N = = EXISTING GROUND cn w O w ® SEWER W � � wo 2615 _ 2615 0DLuT w � wZz } z --- -- 2610 264.2 LF 8" @ 1.02% 2610 L z Q O cUn _ _ Z � m0N o / -- MH SSWR-122 Q � " � ------- STA: 13+88.67, 0.00' z z c o RIM: 2616.82 a p a ---- -- ------- -- 33.6 LF 8" ® 0.45% 83.8 LF 8" ® 0.63% 8 IN: 2611.08 W � } � a 2610 :143.8 LF 8' ® 0.41% 2605 a � o2605 �41% 92.0 LF8" C� 0.42% 2610 o z w J ~ 0.42% 169.6 LF 8 0 0. MH SSWR-84 MH SSWR-87 MH SSWR-121 94.9 LF 8" ® STA: 15+89.57, 0.00' STA: 17+48.97, 0.00' STA: 11+20.47, 0.00' ~ = a z RIM: 2615.20 RIM: 2615.77 RIM: 2616.24 8" IN: 2610.34 (W) 8" IN: 2611.46 (W) ) 8" OUT:8" IN: 2608.40 08.40 0(W 8" OUT: 2610.44 (SE) MH SSWR-79 MH SSWR-81 2605 STA: ???, ???' ??? MH SSWR-80 2600 5 2600 STA: 13+45.74, 0.00' MH SSWR-83 MH SSWR-86 2605 STA: 617.0.00, 0.00' RIM: 261 1.50 STA: 1 1+72.12, 0.00 RIM: 2617.00 8" IN: 2607.98 (S) RIM: 2613.95 STA: 14+41.76, 0.00 STA: 16+61.18, 0.00' 8" IN: 2609.17 (W) RIM: 2614.17 RIM: 2615.95 8" OUT: 2606.19 (N) 8" OUT: 2607.98 (E) 8" IN: 2608.38 (W) 8" OUT: 2609.27 (E) 8" IN: 2609.65 (N) 8" IN: 2610.83 (W)8" OUT: 2607.88 (N) 8" OUT: 2608.48 (E) 8" OUT: 2609.27 (S) 8" OUT: 2609.75 (E) 8" OUT: 2610.93 (E) 8" OUT: 2606.29 (E) 2600 2600 2595 2595 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 17+99 10+00 10+50 11 +00 11 +50 12+00 12+50 13+00 13+50 14+00 14+39 3: LINE S HORZ 0 50 100 LINE T z w o_ o 1 W /T� cj? LL w VERT 0 5 10 Q SCALE IN FEET - 0 LLI co 2620 2620 0 - J m LL. EXISTING GRO ND z i Q w ® S ER � Q w -- - r- ------ - 2620 2620 -- - ---- -- --- -- co � Q 2620 2620 2615 2615 WUJ LLI d Lu z2 w a_ EXISTINC, GROUND o ® �- SEWER EXISTING GROWN 2615 52.0 LF 8" ® 0.60% 2615 w 2615 - ® � SEWER - - - -- ---- -- 2615 2610 2610 w / \ - - w a_ 125.2 LF 8" C� 0.62% co 2610 2610 189.6LF8" 00.41% 2610 2610 2605 `61.0 LF 8' ® 0.43% 2605 o MH SSWR-82 m STA: 11+01.77, 0.00' MH SSWR-152 STA: 10+90.00, 0.00' MH SSWR-153 = RIM: 2613.11 130.5 LF 8" STA: 14+12.81, 0.00' 8" IN: 2609.58 (W) ® 0.60% � 141.3 LF 8" @ 0.40% 8" IN: 2604 56 E w 2605 2605 I ( ) RIM: 2617.00 E � MH SSWR-81 1�1-3LF8" ® 0.40% »�a o2600 8 OUT: 2604.46 (N) 8 OUT: 2606.21 (W) 2600 w CE STA: 10+45.74, 0.00' 2605 2605 MH SSWR-119 RIM: 2613.95 MH SSWR-108 MH SSWR-1 11 STA: 10+25.00, 0.00' FILE : 10-16-037 PRE-SEWER MH SSWR-74 > J 8" IN: 2609.17 W) MH SSWR-109 STA: 13+04.86, 0.00' STA: 14+90.18, 0.00' RIM: 2616.00 JUB PROJ.#:10-16-037 ui m ( STA: 1 1+59.54, 0.00 STA: 10+25.00, 0.00 RIM: 2614.81 RIM: 2615.98 8" IN: 2604.00 (W) DRAWN BY: ---- 8" OUT: 2609.27 (E) RIM: 2614.24 " 8" IN: 2604.20 (S) C0 Lu 8" OUT: 2609.27 (S) RIM: 2614.07 8 IN: 2605.93 (S) 8" IN: 2605.1 1 (W) DESIGN BY: - �' 8" IN: 2606.60 (S) 8" OUT: 2605.21 (E) � J 8" OUT: 2607.38 (E) 8" IN: 2605.93 (W) 8" OUT: 2604.10 (N) 2600 2600 8" IN: 2606.60 (W) ( ) 8 OUT: 2605.01 N w 8" OUT: 2606.50 E 8" OUT: 2605.83 E ( ) 2595 2595 CHECKED BY: -- cn 10+00 10+50 1 1 +00 11114i-M 2600 ( ) 2600 ONE INCH Q m 10+00 10+50 11 +00 11 +50 12+00 12+50 13+00 13+50 14+00 14+34 10+00 10+50 1 1 +00 1 1 +50 12+00 12+50 13+00 13+50 14+00 14+50 15+m9+15 AT FULL SIZE, IF NOT ONE v INCH SCALE ACCORDINGLY o r o LAST UPDATED:8/28/2017 I� N c\J LINE U LINE V LINE W SHEET NUMBER: N � � U PP- 1 6 o � a � 2620 2620 2625 2625 (rJ-U-B EXISTING GRO UND ® q s ER J-U-B ENGINEERS, INC. 2615 �- -- ------- --- -- ----- - -- -------__ --- 2615 2620 2620 z � � EXISTING GROUND � S WER Q � ® O -0O co Co - - O co -- ---- _ L O o CDM E rn 2610 2610 2615 2615 Z U N 00 o0 `'? � � O 00 N O 2 z m c/) � c . . W Uj u- 2605 2610 2610 m p 2605 128.7 LF 8" ® 0.62% I 121.2 LF 8' ® 0.62% � Ln m 136.8 LF 8" ® 0.41% 89.2 LF 8" ® 0.42% ' N 78.3 L F 8" 0.42% (62.3 LF 8" 00.43% MH SSWR-120 STA: 16+90.40, 0.00' MH SSWR-117 MH SSWR-118 RIM: 2615.55 MH SSWR82.6 0.00' MH SSWR-119 8" IN: 2604.85 (S)STA: 10+50.00, 0.00' ' STA: 14+72.06, 186.3 LF 8" ® 0.61% HORZ STA: 1 1+82.69, 0.00 RIM: 2614.89 RIM: 2615.67 STA: 15+65.23, 0.00' 2600 RIM: 2615.00 " 2600 2605 2605 8" IN: 2605.25 (S) 8 IN: 2603.53 (SW) RIM: 2616.00 MH SSWR-124 8" IN: : 2604. (E) " 8" IN: 2604.00 (W) MH SSWR-125 c�S�� N MH SSWR-115 8 OUT: 2603.63 (E) STA: 10+25.00, 0.00 STA: 12+15.30, 0.00' VERT 0 5 10 � 8" OUT: 2604.45 (N) , �8" IN: 2604.20 (S) RIM: 2616.35 RIM: 0, 0.0 7 SCALE IN FEET 4�o G f STA: 615.8 53, 0.00 8 OUT: 2604.10 (N) 8 IN: 2605.43 (E) g IN: M: 267 (S) RIM:OUT: 265 8" OUT: 2605.33 (W) 1 83 8" OUT: 2603.79 (W) 8" OUT: 2603.69 (NE) 8" OUT: 2605.43 (N) 2595 1 1 1 1 1 1 1 i I i I I I I 1 1 2595 2600 2600 10+00 10+50 1 1 +00 1 1 +50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+40 10+00 10+50 1 1 +00 1 1 +50 12+00 12+39 9TE OF LINE X sc°TT W LINE Y w cn 2620 2620 w O 2620 2620 Q � o W EXISTING GROUND ® SEWER - -- -- -- E v w -- --- - ---- ---- ----- -- --- -- ----_ ---- EXISTING GROUND 0L m 2615 2615 --- ® � SEWER J o 2615 ----- - 2615 o o o W z Q C) Lu Z Z = 0LL z O LL Q ' ` "0 w > z 0c) 0- :? w p uwiw0 LL w ~ � 2610 2610 � oFwo 2610 2610 � = w z o � wT_ � w z m 0 N 0 37.1 LF 8" ® 0.44% z z ' o 2605 2605 - - QOa � 235.7 LF 8" CAD 0.61 0 13 � < 0 z 2605 9 2605 ° a ° z 183.9 LF 8" ® 0.41% ' CF 8" ? w J ~ 290.6 LF 8" ® 0.41% � � oo � 136.8 LF 8 ® 0.41% MH SSWR-132 z MH SSWR-131 STA: 10+50.00, 0.00' MH SSWR-130 STA: 19+54.00, 0.00' RIM: 2615.64 2600 2600 STA: 17+14.35, 0.00' RIM: 2616.42 8" OUT: 2606.89 (E) RIM: 2616.99 8" IN: 2604.90 (N) 2600 MH SSWR-127 2600 MH _126 MH SSWR-129 8" IN: 2603.36 (W) STA: 11+93.09, 0.00' STA: 16+73.27, 0.00' 8" OUT: 2603.46 (S) RIM: 2615.24 STA: 10+50.00, 0.00' MH SSWR-128 RIM: 2616.99 8 IN: 2600.97 (N) STA: 14+85.32, 0.00' 8" IN: 2603.10 (N) 8" IN: 2601.17 (W) 8" OUT: 2600.41 (S) RIM: 2616.28 8" OUT: 2603.20 (E) 8" OUT: 2601.07 (E) 2595 MH SSWR-127 8" IN: 2602.25 (W) 2595 STA: 11+90.76, 0.00' 8" OUT: 2602.35 (S) 2595 2595 RIM: .97 ( 4 10+00 10+50 1 1 +00 1 1 +50 12+00 12+40 8" IN: 2601.17 (W) 8" OUT: 2601.07 (E) 2590 2590 LINE AA 0 10+00 10+50 11 +00 11 +50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 2ZG-004 z � w LINE Z 00 L Q x w > Q W 2625 2625 J LL. o mz � 0 w � Q =Lu EXISTING GROUND 262 R.620 2620 2620 Q @ � SEWER coCc W 2620 -- --- 2620 - ----- ---- ---- ----- ---- W w W z 2 cf) W 261 615 2615 2615 cwn EXISTING GROUND m 2615 2615 EXISTING GROUND ® � SEWER -- w -- - - -- o ® SEWE -- z 261 610 2610 2610 0 200.3 LF 8 2610 2610 201.9 LF 8" ® 0.60% I 108.E LF 8" ® 0.60% 351.5 LF 8" ® 0.40% m MH SSWR-135 I 7 STA: 16+09.83, 0.00' MH SSWR-163 RIM: 2619.35 605 2605 0.00' 2605 260 MH SSWR-172 MH SSWR-58 W MH SSWR-134 8" IN: 2611.06 (S) STA: 12+30.95, 0.00' STA: 10+25.00, 0.00' STA: 24+27.23, E 0 STA: 14+05.53, 0.00' RIM: 2611.38 RIM: 2611.70 RIM: 2612.68 8" IN: 2607.08 (N) MH SSWR-173 w 2605 RIM: 2619.53 2605 8" OUT: 2607.86 (E) 8 IN: 2606.54 (S) 8' IN: 2607.08 (E) z d MH SSWR-133 " ' STA: 11+37.60, 0.00' FILE : 10-16-037 PRE-SEWER � 8 IN: 2609.73 W J STA: 10+50.00, 0.00' 8" OUT: 2609.83 (N) 8" IN: 2606.64 (W) RIM: 2612.55 8" OUT: 2606.98 (W) JUB PROJ.#:10 16 037 W' m RIM: 2618.00 8' OUT: 2607.73 (W) m a_ 8" OUT: 2608.31 (E) DRAWN BY: ---- 260 600 2600 2600 DESIGN BY: - � w -- LL 12-2960 12+00 1 1+50 1 1+00 10+50 10+00 10+00 10+50 1 1+00 11+1901-63 CHECKED BY: ---- CL 0 2600 2600 ONE INCH Q 00 10+00 10+50 1 1 +00 1 1 +50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 164M60 AT FULL SIZE, IF NOT ONE v INCH SCALE ACCORDINGLY � T LINE CC o LAST UPDATED:8/28/2017 LINE CC " T SHEET NUMBER: LINE BB oro PP - 1 7 � o