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PZ - Pinebridge Pre-plat - REV PRELIMINARY PLAT FOR BOUNDARY LEGEND , - Subdivision Boundary Line ("JU-B PINE 43 SUBDIVISION — — — _ ry Section Line I FAI IEW A E. SITUATED IN THE WEST HALF OF SECTION 8, Center Line PROJECT J-U-B ENGINEERS, INC. - Right-of-way Line KEZIAF,i—> a LOCATION TOWNSHIP 3 NORTH, RANGE 1 EAST, BOISE MERIDIAN - Existing Parcel Line SUBDIVISION TREASURE EASULLE E Z MERIDIAN I DAH O , � BUSINESS - Q o - Section Corner, as Noted B CENTER DANBU 0 m �AII O � c' M 2017 - Quarter-Section Corner, as Noted _uBF VIR 10 Ij D GEM ON w O T o °? o U CENTER W � N (\ N 0 0 - Found 1/2" Rebar, as Noted o -6 O Z c� a) Co `'' MAWS 00 � 6 5 E. FAIRVIEW AVE. 5 O - Found 5/8" Rebar, as Noted ADDITION I — N +3 N o S89°59 19 E 2652.60 0 100 200 - Found Brass Ca N� INE AVE.' 0 �! --- --- [Bare]5/8 P - Z CO c - 7 8 [5291] BC S89033'01 "E 867.25' 8 OO — Set 5/8"x24" Rebar, with �� <L- LU N � � [5617] 1 [s25,] Plastic Cap Marked "JUB 11334" m Cn 0- °° SCALE IN FEET — Point Not Set or Found LAYNE INDUSTRIAL N m 2 .Block 21 w E-1 4 3 °° ao [####] - PLS Number Found on Monument PARK SUBDIVISIONO7"JI PFF n - N 'L^ � � � � � SHEET 10 VICINITY MAP V) u' ulllllllullllllu ullllllllU llll 0 U l l l l l l l I�JBIoc2 2° SHEET INDEX SCALE: 1��_,200� � oliLINE TABLE Sheet Number Sheet Title E. WILSON LN. Bare — — [ ] L6 WILSON ST. LINE # DIRECTION LENGTH (V N PP-01 BOUNDARY AND PROJECT INFORMATION Block ,9 Block ,aTTTTTL L1 S89°54'57"E 24.99' 72 . cV o PP-02 EXISTING AND PROPOSED CONDITIONS 22212019,6,7,6,514,3,2,,,09 8 7 6 5 4 3 2 1 71 O � L2 N58°38'14"W 120.03' LLLL" 73 74 75T 6 PP-03 EXISTING AND PROPOSED CONDITIONS I L id 2B—E. JEWEL ST. -7lit0 L3 NO 0*13'53"W 365.22' PP-04 EXISTING AND PROPOSED CONDITIONS 27 23 26 22 23 =69 ^ 24 20 2i 66 6s" 6a 63 N L4 N00°26'13"E 305.22' PP-05 EXISTING AND PROPOSED CONDITIONS 23 19 20 21 w ;8 ;a 67 O L5 S67°58'23"E 196.52' PP-06 EXISTING AND PROPOSED CONDITIONS v Q 20 > 16 17 3 S H EET 9 M Q WZLU 0 KEZIAH �� 18 Z ;4 I 15 m � Op L6 S89°42'07"E 100.04' o w PP-07 EXISTING AND PROPOSED CONDITIONS W = - a SUBDIVISION I 17 w 13 14 m s6 =5s 60 s1 62- _ cn W `c-16 J 13 V.1 - -Block 14 N - W a_ �cfll �t - CD Block 17 3 - PP-08 EXISTING AND PROPOSED CONDITIONS ° w S = a 15 12 12 54 L7 S89°59 03 E 193.75 a v NI m 13 BIOCk'1B ? �� TREASURE PP-09 EXISTING AND PROPOSED CONDITIONS o E 00 � m L�l 12 „ 11 = :58 57 „56 55 VALLEY L8 S00°30'07"W 73.00' z W ° ° " 10 10 BUSINESS — — N '9 8 a CENTER PP-10 EXISTING AND PROPOSED CONDITIONS y z a °Z 8 Z 7 7 fig , H W N 7 6 PP-1 1 SEWER LINE LOCATION PLAN 3 w ° o ui v z w 6 5 5 =49 50 51 52- 53 - Z �� S89°33'39"E N 5 4 4 gaoLLQ00, z 0 ZI [11334] ' SSS, 3 2 z L7 [4998] PP-12 SEWER PROFILES A—E o < of w ? > z 454.52 2 — 7Q 16,, 0 60 48 a7 46 45 �o++ a3, .<a2 a, PP-13 SEWER PROFILES E=1 W ° zz ° ° 2S' E. DRUCKER DR y w o W m ly- 2 3 + 5 6 7 .5�, F o PP 14 SEWER PROFILES J L Ee = W Z Z 3 0 8 o 59 9 10 11 12 111114 � ; Z Q Cn I ,0�11�2 J 58 8 Block 14 = Z m O N I—F �a p 961cck 10 yh'FFT 32 PP-15 SEWER PROFILES L1 —P 0 W W_ Q o I�� _ -37 38 a ' J n 2 \ 131415 ♦ ---57 Block 15 , 3333�1 34 35 36- 39 +0__ PP-16 SEWER PROFILES Q—R1 Fz Z 4 �o 1 t ♦ "- 56 7 6 5 4 3 �JIII Q o w Z Lu Q F- ' 3 a " 6 2 SHEET 8 PP-17 SEWER PROFILES S—X ¢ ° a 5 6 7 18 ?O J 55 (-)<L 19 Block 5 6 9 20 0'� ^ O Z w W W [5os2J 12' 10 22 23 F 54 31 PP-18 SEWER PROFILES Y—BB ° w a J U) WO ° � ,7 = a � � o I 1 2 \ "12 1a 24 25 �� 0 '♦ 53 52 5, 50 49 30 29 28 27 26 25 24 23 22 21 20 19 18 16 0) N OT E S. z DANBURY 3 + 5 6 'S16 26 27 28 29 3 ♦♦♦ 47 / 15 O0 1. CONTOUR AND SPOT ELEVATION DATA IS REFERENCED TO THE NGS NAVD '88 DATUM. FAIR 7 17 el�6 31 32 ♦♦ E. WINSLOW DR 2. THE STREETS WITHIN THIS DEVELOPMENT ARE A COMBINATION OF PUBLIC AND PRIVATE STREETS. THE PUBLIC STREETS SHALL BE CONSTRUCTED SUBDIVISION— — SE9ck 6 1�1920 \25 , tc SpTy33 3a 35 S Bloc4k6 O 33 32 '+ IN ACCORDANCE WITH ADA COUNTY HIGHWAY DISTRICT (ACHD) STANDARDS FOR PUBLIC STREETS WITH A MINIMUM GRADIENT OF 0.40%. THE J 101 2122 eY 36 37 ♦ 31 30 29 28 27 J25 24 23 22 21 20 ^ PRIVATE STREETS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF MERIDIAN SPECIFICATIONS. SHEET 2 , 232a 2 3 O 38 39 ♦♦ 12 3. LOTS 2, 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, 5, & 40 OF BLOCK 4, Block 4- '� + 4 ♦ Block 13 O 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 , 21 , I 1Ll 2� 'a 15 5 a2 43 1 Block 14 I ,s17 29 6 � � _ , & 46 OF BLOCK 10, LOT 1 OF BLOCK 11 , LOT 1 OF BLOCK 12, LOT 1 OF BLOCK 13, LOTS 1 , 32, 68, & 71 OF BLOCK 14, LOTS 1 & 8 O [7015] is 19 28 27 Block ,o p OF BLOCK 15, LOTS 1 & 28 OF BLOCK 16, LOTS 1 , 12, & 23 OF BLOCK 17, LOT 1 OF BLOCK 18, LOT 1 OF BLOCK 19, LOTS 1 & 4 OF a 20 2ES H EET ~21 / 11 O BLOCK 20, AND LOTS 1 & 7 OF BLOCK 21, ARE COMMON AREA LOTS USED FOR LANDSCAPING AND DRAINAGE. LOT 9 OF BLOCK 11 IS A [70151 N89°33'42"W 24 it ck 9 '+ 15 / 2 3 4 s s 7 s s ,o ,1 ,2 ,3 1a ,s 1s n 18 1s 0 V) COMMON DRIVEWAY LOT. z 1 GEMTONE 4. STORMWATER RUN-OFF GENERATED ON THIS SITE SHALL HAVE A QUALITY CONTROL TREATMENT PRIOR TO BEING CONVEYED TO ONSITE 2 22/ — 526.53' 2 3 + 21 20 19 19 17 1s E. PRESIDENTIAL ST. — > a CENTER STORAGE FACILITIES. O 6 \A� Block 12 a 7 5. PUBLIC UTILITIES SHALL INCLUDE BUT NOT BE LIMITED TO WATER, SEWER, DRAINAGE, ELECTRIC POWER, NATURAL GAS, TELEPHONE, AND CABLE Q 7 6 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 H 6 _ - TELEVISION. I" 9 3 � 6. A PRESSURIZED IRRIGATION SYSTEM SHALL BE PROVIDED AND WILL BE MAINTAINED AND OPERATED BY THE HOMEOWNERS ASSOCIATION. C,'} 8 E 10 11 12 Block 7 4 — Z 5 , z 6 Sq ,3 14 15 16 17 18 19 20 21 5 3 4 7. SIDE YARD LOT LINES OF THE DESIGNATED PATIO LOTS HAVE A 3 PROPERTY DRAINAGE AND UTILITY EASEMENT ON EACH SIDE OF THE LOT o ao p� ,q� O , 6 Block „ LINE. TOWNHOME LOTS HAVE A 0 PROPERTY DRAINAGE AND UTILITY EASEMENT ON EACH SIDE OF THE LOT LINE. 0 0 O 8 s// 7 9 10 1 1 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Z 3 LL. g - 8. DOMESTIC AND FIRE PROTECTION WATER SHALL BE PROVIDED BY THE CITY OF MERIDIAN. Q z of s 9. SANITARY SEWER COLLECTION SHALL BE PROVIDED BY THE CITY OF MERIDIAN. — w � 81�7 a r 10 5 s 2 � I 10. IRRIGATION DITCHES THROUGH THE PROJECT SHALL BE PIPED WHERE THEY CROSS ROADWAYS WITH ALL STRUCTURES LOCATED BEYOND ANY a I o Block 4 , — E. STATE AVE. — —E. STATE DR — PUBLIC RIGHT-OF-WAY. U 9 I U s -15 16 17/ 118 19 20 g 12 [11334. 11 . LANDSCAPED COMMON LOTS ARE LOCATED THROUGHOUT THE PROJECT AND ARE IDENTIFIED ON THE PLAN. THESE LOTS SHALL BE OWNED AND 0 W 11 12 13 14- o� °Ts 21 m f d w ^ MAINTAINED BY THE HOMEOWNERS ASSOCIATION. L O , S cr N 23 422 7- j 21111111111fflfflffliiiii Block 3 11 12. THE PROPERTY IS CURRENTLY ZONED 'C-G'. � Q = ADDITION 0 CO � 25 - � g 10 �1i I� � 13. BUILDING SETBACKS AND DIMENSIONAL STANDARDS SHALL BE IN ACCORDANCE WITH THE CITY OF MERIDIAN STANDARDS AND ARE AS SHOWN BY o NO. 1 I ? cV [11347 49 3S H E ET L 4 SHEET fll11 O O THE TABLES ON THIS PLAN. M Q a O 7 6 O O 14. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN AFFECT AT THE TIME OF THE 0 U I UNITS NITS -f O 48 42 38 33 �Rv ���� ��RV� r 4 RE-SUBDIVISION. z Z O n 15. THE OWNER SHALL COMPLY WITH IDAHO CODE, SECTION 31 -3805 OR ITS PROVISIONS THAT MAY APPLY TO IRRIGATION RIGHTS. LU LU Q W Z a9 a1 el 13k 4 32 -31 29 28 z7 S -a 3 ' 16. A STORMWATER DRAINAGE EASEMENT SHALL BE RESERVED ON THE DRAINAGE LOTS FOR THE BENEFIT OF ACHD AND THE HOA. LANDSCAPING Z d i i o [11334] OVER SAID LOTS SHALL BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION AND ACHD SHALL PROVIDE HEAVY MAINTENANCE OF THE STORM L1 5082] 2 DRAINAGE FACILITIES FOR PUBLIC ROADS AS DEFINED IN THE COVENANTS, CONDITIONS AND RESTRICTIONS FOR LAKEMOOR SUBDIVISION. Q w [5291] AC _ _ _ _ __ S89°54'57"E 2649.69' E. PINE AVE. POINT OF BEGINNING L8 17. INGRESS/EGRESS, PUBLIC UTILITIES, AND CROSS PARKING AGREEMENTS SHALL BE ESTABLISHED FOR ALL MULTI-FAMILY, COMMERCIAL, OR 0 LU 798 662.44' �� � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � m*96�@i1 m m M M �M m M M M Center OFFICE LOTS THAT SHARE DRIVEWAYS AND PARKING ON THE FINAL PLAT FOR EACH COMMERCIAL AREA. I �E'r� Quar 18. COMMERCIAL AND APARTMENT AREA DEPICTIONS ARE SHOWN FOR EXHIBIT PURPOSES. ACTUAL SITE CONFIGURATIONS MAY VARY FROM THIS 0 - , -4 ' ----- 2 - w , Corner PLAN. m a O . . . . M co Block'2 , 0 2 3� s . ` 6 TOTAL LAND USE SUMMARY Z SHEET 5 , _j TOTAL AREA: 119.77 AC. I E Cn SHEET MIXED USE (C-G) AREA: 73.21 AC. W [5617] N89°54'44"W 657.39' [4999] , N SCENTSY PROPOSED R-15 ZONE AREA: 46.56 AC. O Blxkl2 cV COMMONS TOTAL LOTS: 510 LOTS a W 6 0 MIXED USE LOTS: 112 LOTS W U ^ j M FILE: 10 16 037 PRE-PLAT MIXED USE COMMON LOTS: 24 LOTS co 6 ^ • JUB PROJ.#:10-16-037 w N 7 ' Block , a Block 1-- 9 00 RESIDENTIAL LOTS: 353 LOTS DRAWN BY: ---- I� N RESIDENTIAL COMMON LOTS: 21 LOTS BOUNDARY m w g N DESIGN BY: - o r) RESIDENTIAL DENSITY: (R-15) 7.72 DU/AC ' LL Z O s m TOTAL COMMON AREA: 11.90 AC. 10.0% CERTIFICATION CHECKED BY: o 0 Z O ( ) ONE INCH FL m Z 9I 3 C-G COMMON AREA: 7.32 AC. (10.0%) AT FULL SIZE, IF NOT ONE Q [4999] z ' " ' [5617] PROPOSED (R-15) COMMON AREA: 4.66 AC. (10.0%) DEVELOPER/OWNER LAND SURVEYOR CIVIL ENGINEER INCH.SCALEACCORDINGLY N N89 55 43 W 1329.05 AVERAGE R-15 LOT SIZE: 3,217 S.F. LAST UPDATED:8/8/2017 SMALLEST R-15 LOT: 2,200 S.F. DMB INVESTMENTS, INC. MICHAEL BYRNS, P.L.S. SCOTT WONDERS, P.E. INDUSTRIAL 250 S. BEECHWOOD AVE. J-U-B ENGINEERS J-U-B ENGINEERS SHEET NUMBER: CM PARKESUBDVISION EXISTING ZONE: C-G STE. 120 250 S. BEECHWOOD AVE. 250 S. BEECHWOOD AVE. co 2 6 co BOISE, ID 83709 STE. 201 STE. 201 PP-01 o 208-375-6666 BOISE, ID 83709 BOISE, ID 83709 o CONTACT: DAN TORFIN 208-376-7330 208-376-7330 LEGEND �- � \GAF\ - - - - _ � EXISTING PROPOSED (rJ-U-B �\ \ SANITARY SEWER LINE s s J-U-B ENGINEERS, INC. \ \ ' � U( WATER LINE ww- S89°33'39"E 454.52' _ - \ ' _ GRAVITY IRRIGATION PIPE Z U I 61 351 i I I /\ `37 \ \\�\ \ \ \ O c� co / I PRESSURE IRRIGATION LINE wee Q CDO STORM DRAIN LINE -so-su-sD- CO co -0 , O III I /I /I \• �3�0�\�\��\� �\\\���\��� ��\y p07 r- co EO O rn0 -- - CENTERLINE Lu CO COMA W� N McN L T 000 •a) 00 40 80 6 VERTICAL CURB & GUTTER c\i o 3: CV 2 3 N 4 ^ / \� �������� ���\ �� ROLLED CURB & GUTTER Z m U) o ro 1 \ 3401 3228 N 5 \ �9• ����� �� ��\� �� W 3352 3517 i 6 \ �A��� v '`��� \� � �� 5' SIDEWALK C/) LL 4653 \ \ I I 3544 7 \\ �9, y�A� ���� \� y�� SCALE IN FEET 0 SEWER MANHOLE o m _ � O � '3220 � A \ ���� �� �� \��� V � N m X 4 0 8 DITCH FLOW LINE / I \ 0 3 3537 I 04 0) \ ° 2941 0 \ \ �\ ������\ ���� IRRIGATION MANHOLE O i 37159 T 2 •I ^ 9 2 �� \ �\�� ��F� �" 4 \ I 27b6 N \ 6\ �� �� STREET LIGHT N 24' cV 24' I N I I� 10 \ �� \�� s\ FT TREE DECIDUOUS \ \ �// 12' . 00 I I 2619 w � � ��� A �� p ' 4 II 1 1 ock 10 ��� A 3 TREE CONIFER - 24, �24, �2518 �� 12 �� ��� �� \\� �� EDGE OF PAVEMENT _ - - x n 2450 �^� 28� ��� y�A�y� GAS LINE 13 ����� FENCE LINE \ N 38' 30 0 2g 2416 �`� �p9•\���\ \ FIRE HYDRANT Y 3 ss.� 14 I \ I I \I O0 I II 0 2Q. 2417 ' �♦ III z ST UC UR To �I I ov III ��o w 15 BE RE OVED MON 2 30 Q• '� 2463 R 1 II OT 3139 V I 30. s°ryFs C� R 56.0' R - \ 180 I I BY 2� 13430 ♦2555 w I 1 0 0 1\I 30. ♦ o,�1 _ 28.0' 28.0' Cn Q I I I 47.0' 1351 3 0 \ 2Q, ♦ w w I I 25.0' I I 2825 4 o y� ♦ 1.0' 22.0' 5.0' 5.0' 22.0' 1.0' w o x - CE 2825 5 \ `30• \ ♦ 5.0' � u w 2825 �' 5.0' 6.0' o w z _ ¢ \ I I ( I �6 h SW 6.0' SW � Uw � >- \2825 / 7 30. \ 0 � 00 � m DITCH TO BE ^ o o X Y RELOCATED A 2825 lock 8 cn Q p vi STRUCTURE TO Ca o ; \ 22' 2�4 \ $ `30' 0 z z w BE REMOVED m \ 24' \ 2825 p w 0 o w z af \ w s 24' \ \\ / 2825 '� / 6" VERTICAL CURB 6" VERTICAL CURB ASPHALT o LL ¢ z O I it _ 1 � 5' CONCRETE AND GUTTER TYP. m > z oz0 maw 2�\V 1 SIDEWALK TYP. L w � w 0 _ - - - so' 4' \ \ 'OiP 2825 p�, 1 \ TYPICAL 6' STREET SECTION N W o W °C 32622 N s .3 � � � w0o 33' SCALE:N.T.S. Lwu w z z z Ir = w5zz U 2825 � HmZQ � co I 33 2 ^p 1 QWDmoN E wo STFtUCTU E TO \ \ 3 COMMON 4• / / 12 j B REMOVED i I � R � LOT �/�33' � 2A. 2825 R z Fa- O \ �O R 40.0' wQ a O ~ � � \ 00 / V\ I O A � 3 � Q STRUCTURE 20.0' 20.0' 0 z 2125 20.00 zww wTO BE - J � I \ REMOVED 18431 2 \ / \\ \� \ �°14 6.0' 18.0' 18.0' 6.0' co w p o � \ 31 10 3 i \ �0 v ��, o ��" 10.00' 10.00' F- i a o OMMON / q, 1 2825 \ LOT 3110 4 O-k 8 \ \ ti �'�P 1 Kph 2.0' 2.0' 5.0 5.0 \ r SW SW 180 -- 3110 � 5 � `�i3• 1 1 2% 2% r 2% 2% (n A 282 \r- -A f- _ / x \ \ N X \X CONNECT TO I \ a �6 3110 ,� \ ��� X EXISTING WATER I o \ \ \ 6 \ \ `3u'- ASPHALT 2' RIBBON I I X 23, 3110 CURB 6" VERTICAL CURB ASPHALT - -I 23. TYPICAL 20' ALLEY STREET SECTION AND GUTTER TYP.�l�RALL 7 � TYPICAL 40' STREET SECTION CONNECT TO I w w W PARKS `�A. �iS. SCALE:N.T.S. SCALE:N.T.S. EXISTING SEWER 1 II O 3110 Ex ssMN I x o \ 23. AIR � /•► RIM=2611� 4 - U) I N V a"R C c / I E. STATE AVE. \ - _ CL=259�3 ss S$ SS s$ I f SS • `3' v Q 3 z 3110, S.� O � - o 3183 1 R R Z 188' I '° 1 0 Ij�l A 2700 01ti 20.0' 20.0' (� I C) I 01 N I I � 1 1 I 1 18.0' Q. 0 TRAVEL LANE PARKING AREA 0 WCl) Q / I o 2983 . ► ' SW _ O SW W> z 20 2% 2% Ow 12 - pC o I I I I \ � 9. 3669 co W 0 I I u N �1+ 1 ASPHALT / COM 0 URB -i J I T- \ \ I LID 1 AND GUTTERRTICAL TYP. LLI LLJ z �I o A, \ �� �`�' 3 278 TYPICAL 40' STREET SECTION W/PARALLEL PARKING Z Z 8814 \\ 2 \ �0 �p� I ;526 SCALE:N.T.S. 0- z w o I I COMMON Cr I j W I LOT \ \ z 2s. Jx o \ 1 Lad: 23.5' 23.5' U III I 4 N•1��,_\ 7.0' 16.5' 16.5' 7.0' u� w n \ ' E U \� �I , , S89°33'42 E 526.53' _ FILE: 10 16 037 PRE PLAT co� J I JUB PROJ.#:10-16-037 ' a w DRAWN BY: w S,yF� DESIGN BY: ---- J ILL ASPHALT CHECKED BY: _o � FT 5' CONCRETE FL m SIDEWALK TYP. 7\ ROLLED CURB ONE INCH , g AT FULL SIZE, IF NOT ONE o AND GUTTER TYP. Q o INCH SCALE ACCORDINGLY N `� -± N58°38'14"W TYPICAL 47' STREET SECTION LAST UPDATED:8/8/2017 rn SCALE:N.T.S. 120.03 SHEET NUMBER: N � N cn PP-02 0 U m 6 is a o v 13v�\ \\\ \\\ 2416 �14 ���� vvvv vvv Sy�♦ EXISTING PROPOSED (rJ B 11, Q0 2417 C�1 5 28' \\\\\ \\ \\\ ♦♦♦ SANITARY SEWER LINE s s 24' 2463 WATER LINE ww— J-U-B ENGINEERS, INC. � 446 �'�. vyA vvv v y vy vvv ♦♦ GRAVITY IRRIGATION PIPE555 we 0 Cb 17 \\\\\ \ \\l\ ♦ PRESSURE IRRIGATION LINE e Z j COM v�Avy \ y`�wv STORM DRAIN LINE —SD—sD—SD— 'By� �� 2658> �- L0�\�yA�yvy �wv��w�� ♦♦ Q O (� Cfl !� A vyvv vv CENTERLINE — co co 18Er Gj 2616; �,�, 32' \ \�\� \\ \ LOT LINE U J 00 O CD °� o 30, \ \\ �\\�\\ \ \ \\ \\\\\ \ ♦♦\ \ cy)19 , \ 3$.\�\\\�\\\ \ \�� ♦♦� 6" VERTICAL CURB & GUTTER W N c j � C\j -6 V vv\vim v vv\vvv v Z U N CO o0 C) � \ 25753 \ vvvvy v y yvvv yvv — �, O 00 3°• \ \\\ � � ♦ 0 40 80 ROLLED CURB & GUTTER O .— \\ \ \ �\ \\\\ \ ♦ N O 2 \ ` y�w� A v�\vw v ♦ X ! 3°. ��� IOCk 'I O-- 3g y V y yy�\� v / ♦♦♦ 5 SIDEWALK Z m (n — 1 23 v ��y y yvv v ` ♦ 0SEWER MANHOLE o W Uj� LPL 1 \ 22 ^ 3$• ��� � v��� v� ♦♦• SCALE IN FEET DITCH FLOW LINE � m O 1 1 °' ` �'3 4242 3674 0 24 25 0 3 \\ ��\\ \����\\\ ♦♦ IRRIGATION MANHOLE o N m \0�12 1 \ \ �1• 3344 °> \ $ \ \ \\\\\ �\�\\\ - - - - - - - - - - - -\� \ � STREET LIGHT 2825 1 �° \ 2 o,"' \\ 3S'\ ��\ \��� \ �� ��\\ ♦♦♦ TREE DECIDUOUS 4 �3 �� TREE CONIFER 43' 26 \\ \ \ \\ \ \ \� 2 25 �°. 37' 3 3296 � \ \ 3$' \� ��\\ \����\ ----- ---- EDGE OF PAVEMENT p� \ \\\ \\ \\ \\ \ P 6' \ \ �� \\ \ \\\ 27 \ \ v yvv vvvy w GAS LINE 14 34- 3352 rn 1 2825 h \ s w 28 \ \\\ \ \\\� \ FENCE LINE ® \\ \ ��15 3° — 33 3s 3377 rn \ 3S'\ \�\ \ \\\ ��\� FIRE HYDRANT Y 1 2831 i° r' 29 1 s. 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WILSON ST w 4 — 261 DESIGN BY: ---- m J J_ _ o ALLEY \\ / I i CHECKED BY: N I I \\ I l r ONE INCH _ o LS_89'42'/079'E_100.04' X AT FULL SIZE, IF NOT ONE m \ Q 175' 46 �� 50' �O'�A 129' /j INCH SCALE ACCORDINGLY C\! o P PIRR PIRR PIRR % \\ \ / J I I LAST UPDATED:8/8/2017 o 20' 20' 20' 20' 20' 20' 20' 20' 20' 20' 20' 20' 20' 20' 20' 20' 20' 20' 120' 20' 25, / ( G — —�)I I SHEET NUMBER FT co 2 CIO ai V oo w wl w � U l \\�/ ' � II / - PP- 1 0 J _ FL o s ss ss ss ss s 7;1