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PZ - Pinebridge Rev Pre-plat - 8.8 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 p °? o U CENTER W � N (\ N 0 0 - Found 1/2" Rebar, as Noted o -6 O Z c� a) Co `'' MAWS a0 � 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 �52s,� ec S89033'01 "E 867.25' 8 OO - Set 5/8"x24" Rebar, with �� <L- W � � � [5617] 1 [s25,] Plastic Cap Marked "JUB 11334" m Cn (n 0- E-1 Ca4 SCALE IN FEET — Point Not Set or Found LAYNE INDUSTRIAL N m E 2 .BloD214 [####] - PLS Number Found on Monument PARK SUBDIVISION I ►�� O 7"JI PFF n - N L6 SHEET 10 VICINITY MAP V) WT�TTI-� u1111111u11111lu UIIIIIIIIU... oBIoc2 20 7 ° SHEET INDEX SCALE: 1'�_,200' LINE TABLEIIIIIE Sheet Number Sheet Title \� ___� I C�MT1 rTi ITM ITM M1 oli E. WILSON LN. Bare — — [ ] L6 WILSON ST. LINE # DIRECTION LENGTH N N PP-01 BOUNDARY AND PROJECT INFORMATION Block ,9 Block ,aTTTTTL L1 S89°54'57"E 24.99' 72 . N o PP-02 EXISTING AND PROPOSED CONDITIONS 22212019,a,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 7a 75T 6 PP-03 EXISTING AND PROPOSED CONDITIONS 2a—E. JEWEL ST. -7lit0 L3 NO 0*13'53"W 365.22' PP-04 EXISTING AND PROPOSED CONDITIONS 27 23 1 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 17 w 13 14 m sa =5s 60 s1 62= _ cn W `0-16 J 13 V.1 - —Block 14 N — W a_ �cfll �t - c0 Block 17 3 - PP-08 EXISTING AND PROPOSED CONDITIONS ° ui S = a 15 12 12 54 L7 S89°59 03 E 193.75 o v NI m-i3 o eI°ck'1a ? b TREASURE PP-09 EXISTING AND PROPOSED CONDITIONS o E 00 � m L1 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 z 0 W N 7 6 PP-1 1 SEWER LINE LOCATION PLAN 3 w ° o v z w 6 5 5 =49 50 51 52- 53 — Z �� S89°33'39Lij "E N 5 4 4 � 0LLQ00, Z 0 ZI [11334] ' SSS, 3 2 z L7 [4998] PP-12 SEWER PROFILES A-E o < of ? > z 454.52 2 - 7Q Z6'� O 60 a7 4s 45 �o++ 43 T<a2 a, PP-13 SEWER PROFILES E-1 w ° zzOo 2S' E. DRUCKER DR y w o W °C 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 56 8 Block 14 = Z m O N I—F �a o 'Block 10 yNFFT 32 PP-15 SEWER PROFILES L1 -P 0 W W_ Q o �°� _ =37 38 Q ' J n 2 \ 131415 ♦ ---57 Block 15 , 3333�1 34 35 3a— 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 L� 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 8 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 4 5 6 1516 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 9y 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 0 38 39 40 ♦♦ 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, 6, 21 , & 40 OF Block 4- '� + 41 ♦ Block 13 O 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 , 1L 2 'a,516 5 6 42 +3 ' B' ; 14 ] & 46 OF BLOCK 10 LOT 1 OF BLOCK 11 , LOT 1 OF BLOCK 12 LOT 1 OF BLOCK 13 LOTS 1 32 53 54 68 & 71 OF BLOCK 14 7015 i 17/ 7 29 28 ' 45 ------- - '� LOTS 1 & 4 OF BLOCK '20, AND LOTS 1 & 7 'OF BLOCK 21 , ARE COMMON AREA LOTS USED FOR LANDSCAPING AND DRAINAGE. LOT 9 OF ' [ ] 20 27 2E H Block O BLOCK 11 IS A COMMON DRIVEWAY LOT. e > " _ = 24 HE ET 3 ,+ / 2 3 4 s s 7 a s ,o „ 12 13 1a ,s 1s 17 18 19 10 V) 4. STORMWATER RUN-OFF GENERATED ON THIS SITE SHALL HAVE A QUALITY CONTROL TREATMENT PRIOR TO BEING CONVEYED TO ONSITE [7015] N89 33 42 W 23�lock 9 ,5 � - - - z �2 2 GEMTONE STORAGE FACILITIES. 526.53' 3 + 5 S/ �22 21 2U 19 18 17 1s E. PRESIDENTIAL ST. — > 8 CENTER 5. PUBLIC UTILITIES SHALL INCLUDE BUT NOT BE LIMITED TO WATER, SEWER, DRAINAGE, ELECTRIC POWER, NATURAL GAS, TELEPHONE, AND CABLE 0 7 TELEVISION. Q ' e - 2 1 2 3 4 s 6 7 a s ,0 11 12 13 14 15 ,s H s 6. A PRESSURIZED IRRIGATION SYSTEM SHALL BE PROVIDED AND WILL BE MAINTAINED AND OPERATED BY THE HOMEOWNERS ASSOCIATION. � 9 3 7. SIDE YARD LOT LINES OF THE DESIGNATED PATIO LOTS HAVE A 3' PROPERTY DRAINAGE AND UTILITY EASEMENT ON EACH SIDE OF THE LOT Z E 10 1 1 ,2 Block 7 4 — Z 5 r Iri Sq 13 14 15 1s 17 ,a ,s 20 z, 5 3 4 LINE. TOWNHOME LOTS HAVE A 0 PROPERTY DRAINAGE AND UTILITY EASEMENT ON EACH SIDE OF THE LOT LINE. 0 0 00 rn ,q� , 6 Block „ 8. DOMESTIC AND FIRE PROTECTION WATER SHALL BE PROVIDED BY THE CITY OF MERIDIAN. 0 0 O 8 s// 7 01,U 1 1 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Z 3 LL 9. SANITARY SEWER COLLECTION SHALL BE PROVIDED BY THE CITY OF MERIDIAN. Q z of s 10. IRRIGATION DITCHES THROUGH THE PROJECT SHALL BE PIPED WHERE THEY CROSS ROADWAYS WITH ALL STRUCTURES LOCATED BEYOND ANY — w � 81�7 a r 10 5 8 2 PUBLIC RIGHT-OF-WAY. a i o Block 4 — �• STATE AVE. — —E. STATE DR — �_ 11 . LANDSCAPED COMMON LOTS ARE LOCATED THROUGHOUT THE PROJECT AND ARE IDENTIFIED ON THE PLAN. THESE LOTS SHALL BE OWNED AND U s 15 16 co [11334] MAINTAINED BY THE HOMEOWNERS ASSOCIATION. 0 W 11 12 13 14- o� 119 21 1111111 � m f > ^ 23 22 12. THE PROPERTY IS CURRENTLY ZONED C-G . L O , O� N �_ Block 3 11 13. BUILDING SETBACKS AND DIMENSIONAL STANDARDS SHALL BE IN ACCORDANCE WITH THE CITY OF MERIDIAN STANDARDS AND ARE AS SHOWN BY Q Uj= ADDITION CO 4B 45 25 - g 10 I� THE TABLES ON THIS PLAN. (n — o NO. 1 i ? N [„345 43 3S H E ET 4 SHEET full O rn 14. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN AFFECT AT THE TIME OF THE co Q Q v O L3o 26 6 O RE-SUBDIVISION. 0 U I NITS NITS �1I z g S O as az 38 33 R������ R�R� ;D n 15. THE OWNER SHALL COMPLY WITH IDAHO CODE, SECTION 31 -3805 OR ITS PROVISIONS THAT MAY APPLY TO IRRIGATION RIGHTS. L Z O I") 16. A STORMWATER DRAINAGE EASEMENT SHALL BE RESERVED ON THE DRAINAGE LOTS FOR THE BENEFIT OF ACHD AND THE HOA. LANDSCAPING w LJ Q Z C 1139 a M TFFF 32 =31 29 26 z7 S -a 3 ' OVER SAID LOTS SHALL BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION AND ACHD SHALL PROVIDE HEAVY MAINTENANCE OF THE STORM Z o i i o 111334] DRAINAGE FACILITIES FOR PUBLIC ROADS AS DEFINED IN THE COVENANTS, CONDITIONS AND RESTRICTIONS FOR LAKEMOOR SUBDIVISION. fr L1 5os2] 2 17. INGRESS/EGRESS, PUBLIC UTILITIES, AND CROSS PARKING AGREEMENTS SHALL BE ESTABLISHED FOR ALL MULTI-FAMILY, COMMERCIAL, OR Q w [5291] AC S89°54'57"E 2649.69' E. PINE AVE. POINT OF BEGINNING L8 OFFICE LOTS THAT SHARE DRIVEWAYS AND PARKING ON THE FINAL PLAT FOR EACH COMMERCIAL AREA. - - - - --—�pE�¢ - - - - - - - - - - - - - - - - --- - 18. COMMERCIAL AND APARTMENT AREA DEPICTIONS ARE SHOWN FOR EXHIBIT PURPOSES. ACTUAL SITE CONFIGURATIONS MAY VARY FROM THIS z W 798 662.44 �EEf� � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � m*916�@i1m m MM � MmMMMm Center _ PLAN. c� - on 4 ' ----- 2 w , Corner m a O . . . . M co Block'2 , °No � 2 3� IF I s . ` 8 TOTAL LAND USE SUMMARY Z SHEET 5 4i 4� , TOTAL AREA: 119.77 AC. SHEET 6 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. N COMMONS TOTAL LOTS: 510 LOTS W d W BI 6k 2 j o MIXED USE LOTS: 108 LOTS FILE: 10-16-037 PRE-PLAT o ^ M MIXED USE COMMON LOTS: 28 LOTS (D m 7 • JUB PROJ.#:10 16 037 W a N 7 BIcS , a BIo3 , 00 RESIDENTIAL LOTS: 353 LOTS DRAWN BY: ---- �, N RESIDENTIAL COMMON LOTS: 21 LOTSCo W BOUNDARY DESIGN BY: o ;V r j ,3 RESIDENTIAL DENSITY: (R-15) 7.72 DU/AC o w Z O 1� L87 'm TOTAL COMMON AREA: 11.90 AC. 10.0% CERTIFICATION CHECKED BY: F m Z Z 'pp ( ) ONE INCH 3 C-G COMMON AREA: 7.32 AC. (10.0%) AT FULL SIZE, IF NOT ONE Cl) [4999] 9 z ' ' " ' [5617] PROPOSED (R-15) COMMON AREA: 4.66 AC. (10.0%) DEVELOPER/OWNER LAND SURVEYOR CIVIL ENGINEER INCH.SCALEACCORDINGLY r b N89 55 43 W 1329.05 AVERAGE R-15 LOT SIZE: 3,217 S.F. MICHAEL BYRNS P.L.S. LAST UPDATED:8/9/2017 SMALLEST R-15 LOT: 2,200 S.F. DMB INVESTMENTS, INC. SCOTT WONDERS, P.E. 250 S. BEECHWOOD AVE. J-U-B ENGINEERS J-U-B ENGINEERS SHEET NUMBER: Cq E INDUSTRIAL EXISTING ZONE: C-G PARK SUBDIVISION STE. 120 250 S. BEECHWOOD AVE. 250 S. BEECHWOOD AVE. co 2 6 co BOISE, ID 83709 STE. 201 STE. 201 P P-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 _\ - T241 , 0° �� FF T mO '3220 � � DITCH FLOW LINE N4 8 X 35370 2941 IRRIGATION MANHOLE O 9 2 • \ STREET LIGHT 24' I I� 1037159 27b6"N 2 IN TREE DECIDUOUS 6192 p ock 1 TREE CONIFER 24, 2518 12 EDGE OF PAVEMENT _ - - x n 2450 �^� 28� �y� 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 _ 2s.o' 2s.o' 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 SIDEWALK TYP. L w � w 0 _ - - - so' 4' \ \ 'OiP 2825 p�, \ 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 = U 2825 � Hmw5zZ zQ co I 33 2 �o ' QWDm00 ~ o STFtUCTU E TO \ \ 3 COMMON 4• / / 1 2 E j N B REMOVED i I � R � LOT �/�33' � 2A. 2825 R z Fa- O \ �O R 40.0' wQ a O ~ � � \ oo / V\ I O A � 3 U 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 Kph 2.0' 2.0' 5.0 5.0 \ r SW SW 180 -- 3110 � 5 � `�i3• � 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 ' R R Z 188' I '° 00 0 Ij�l A 2701ti 20.0' 20.0' (� I C) \ 01 N I I � 1 1 I 1 18.0' Q. 0 TRAVEL LANE PARKING AREA 0 WCl) Q / I 0o 2983 . ► ' SW O SW W> z 20 2% 2% Ow 12 9. pC/ 3669 co IL < v 9 / COM 0 ASPHALT URB J J I \ I / LID AND GUTTERRTICAL TYP. ui w 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. EL z w \ 23. 1 Cn o I I COMMON m I I LOT \ \ z I / � I I 2s. W III A� X R 47.0' R m t r 23.5' 23.5' U III I 4 N•',�\ 7.0' 16.5' 16.5' 7.0' u� t-/ li L A wCc III - - p _ C_ _ - _ _ _ 5.0' 5.0' w J I \ I / S89°35 2 E 52V.53' _ FILE: 10-16-037 PRE-PLAT m w a \ \ DRAWN BY: ---- CO w yF� DESIGN BY: ---- � J _ ASPHALT CHECKED BY: -L cwn FT 5' CONCRETE d o SIDEWALK TYP. 7\ ROLLED CURB ONE INCH ., Q m I o AND GUTTER TYP. AT FULL SIZE, IF NOT ONE r> o INCH SCALE ACCORDINGLY N58°38'14"W TYPICAL 47' STREET SECTION LAST UPDATED:8/9/2017 120.03' SCALE:N.T.S. 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\ ♦ I 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$.\�\\\�\\\ \ \�� ♦♦� 6" VERTICAL CURB & GUTTER W N c j � C\j -6 V vv\vim v vv\vvv v Z U N CO o0 C) � \ 25753 \ vvvvy v y yvvv yvv — �, O 00 3°• \ \\\ � � ♦ 0 40 80 ROLLED CURB & GUTTER O .— \\ \ \ �\ \\\\ \ ♦ N O 2 \ ` y�w� A v�\vw v ♦ X ! 3°. ��� IOCk 'I O-- 3g y V y yy�\� v / ♦♦♦ 5 SIDEWALK Z m (n — 1 23 v ��y y yvv v ` ♦ 0SEWER MANHOLE o W Uj� li 1 \ 22 ^ 3$• ��� � 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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