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CC - Updated Preliminary Plat FOUND BRASS CAP AT \ NW CORNER OF SW a No°31'09"E�\ OF SEC 27, T4N, R1 W. w 1318.72' US HWY 26 1 Q _ o — _ S89°17 41"E 635.80' , » � 25' 60' 50' 50' 50' 50' S0' �:T S0' 50' 50' 63' 65' m RODY SQUAR S89°17 41 — — — 25.00' 1 BLOCK 1 PRELIMINARY PLAT I _NI NI NI �I �I �I �I �I �I 01 01 01 I �I 11 �I 10* 71 9 * 1 8 * 7 6 5 4 3 2 �I 1 1 W A PORTION OF THE SW 1 OF SECTION 27, 27 6709 SF 5582 SF 5574 SF 5565 SF 5557 SF 5549 SF 5541 SF 5533 SF 5525 SF 6927 SF 7157 SF Y O 10' TOWNSHIP 4 NORTH , RANGE 1 WEST GONDOLA DR L m SITE N 50 50 50 17 33 50 50 _ 50 50 50 63 65 N.T S. w N 12 _ - ADA COUNTY, IDAHO 115_ 3266 SF o AVILLA DR o DAPHNE ST j Vi 0, 13 - - - �� 90' OWNER/DEVELOPER CIVIL ENGINEER/ LAND SURVEYOR ' 234' 2 �' 00 o 6247 SF `L5 ' 111 111 S- ti5 109'1422 SF PINNACLE LAND DEVELOPMENT, L.L.C. LAND PLANNER IDAHO SURVEY GROUP MCM/CLAN RD ai I 110' n 6 6' 6, 0 7629 E PINNACLE PEAK ROAD #110 9955 W. EMERALD ST. VICINITYMAP rn N — — 1 0 0 20 10 SCOTTSDALE, AZ. 85255 KIMLEY-HORN AND ASSOCIATES, INC. BOISE, ID 83704 id zIM 5598 SF `n 0 o TELEPHONE: (480) 401-0800 950 BANNOCK STREET PHONE: (208) 846-8570 T4N, R1W, SEC. 27 Z `�' 5598 SF �I 5498 SF `n z CONTACT: RANDY CLARNO SUITE 1100 CONTACT: CODY MCCAMMON, PLS 14 0 _ BOISE, IDAHO 83702 Ln 6050 SF 112'112' r 112' — — PHONE: (208) 297-2885 110' 0 2 I CONTACT: BRANDON MCDOUGALD, PE 0 -01 19 110' 9 I � 5600 SF � "' 5600 SF LO I0 5500 SF LO 15 Ln - - � — 110' 6050 SF 112'112' I 112' I - - PRELIMINARY PLAT DATA LEGEND cm 110 0 3 0 0 1$ 0 0 $ EXISTING ZONING: RUT I I I `n Ln LO 5600 SF 5600 SF `n LO 5500 SF 0 PROPOSED ZONING: R-8 — — PROPOSED CL/SECTION LINE I I � BLOCK 1 I -I 22 I — — BLOCK 3 — — 110' — — GROSS ACREAGE: 15.00 AC E PROPOSED SWALE O — — —16 — Ln — 112'- — — — — — 112' — — NET ACREAGE: 13.90 AC '1 18007 S, I — — — TOTAL NUMBER OF LOTS: 64 z „ I 6050 SF 47' 0 4 0 0 17 7 1 MINIMUM LOT SIZE (SF): 4,000 SF PROPERTY BOUNDARY S89°17 0 E r _ R/W `n 5600 SF I `n `n I 5600 SF `n( 47' `n o AVERAGE LOT SIZE: 5,500 SF 0' 660.80' I 5500 SF �n — — — ROAD RIGHT OF WAY Q co 1 1 110 — — I R/W RESIDENTIAL GROSS DENSITY (DU/AC): 4.27 DU/AC ^ N 0 I I ,, 17 ;,� 112' 112' 110' *HOME IS RESTRICTED TO SINGLE-STORY RESIDENCE. — — — — LOT LINE �\ v o N � `n 5793 SF 5 I EASEMENT �o 110 LO 5600 SF I oO � 16 in o 6 0 �, - � — ' I 6160 SF L I U 5500 SF SHEET INDEX S PROPOSED 8 SEWER z c APN: 0 18 112' — — , BLOCK 5 R0982010025 W PROPOSED 8" WATER (3' COVER) o II I O o 110 SHEET INDEX i 0 LO 112 w � CO o w I 5500 SF 0 6 0 0 5 0 Sheet Number Sheet Title STORM WATER INFRASTRUCTURE s o Z 0, V) 110' "' 5600 SF `n 15 EASEMENT 5500 SF 0 `n 6160 SF 01 PRELIMINARY PLAT "D 00 n 02 EXISTING CONDITIONS PLAN PROPOSED CURB o m zN 0 19 0 112' 1 _ _ W 110' - - w o .o `n 5500 SF 0 7 0 I 112' Q I 0 4 0 03 EXISTING CONDITIONS PLAN ® PROPOSED STORM DRAIN MANHOLE � m 110' I 5600 SF `n 5500 SF 'n ;� 04 PRELIMINARY ENGINEERING PLAN pp PROPOSED CATCH BASIN 0 14 0 0 05 PRELIMINARY ENGINEERING PLAN o0 w 0 m o V — — Of 6720 SF � — — Z OO PROPOSED SEWER MANHOLE II Zo ~ C) N o 04 V Ln 20 5500 SF Lo 112' 1 Z 110 2) PROPOSED FIRE HYDRANT ._ o m m W 8 >- 0 3 �,�, w o \ J I Ld 110' I W Ln 5600 SF o� 112' W I `n 5500 SF ® PROPOSED GATE VALVE J J U w m I I QQ inaw I 112° - - /� SIDEWALK RAMP N N o o � o Ld `LO n 60 01 SF `n ' 110 PROP. STORM DRAIN �= I 2 oUj R=20.00' 110' 7, 5497 SF PROP. CATCH BASIN L=31Of U) . 1<61-Uj 5' — — 109' — — EXISTING CATCH BASIN w 9 1 �z ° ' �' Z — — — SS EXISTING SEWER MAIN Q S89 16 58 E - 95 )��p. 0 70827 SF I �s. 1402 SF- 90' — — — Z 1$.07' \Z W EXISTING WATER MAIN N89°16'558"w - - - DAPHNE ST LO m DAPHNE ST 0- Y 17.93' - 0� w w � `n EP EXISTING EDGE OF PAVEMENT w0 m N , ' ------- E G R 95' 3 o — — — — �c� 6 `90 — — — EXISTING EDGE OF GRAVEL ROAD Q �4' _ �' ~ 1401 SF — 109' 1 X X— EXISTING FENCE —j O LLJ OP EXISTING OVERHEAD POWER Q L=31. 9 2 58' 58' 58' - 58' �, 5 PRELIMINARY PLAT NOTES Q o a3 0 wm I 'n 5500 SF BLOCK 3 5615 SF �1 1. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN G EXISTING GAS LINE cy � - - 110' COMPLIANCE WITH TITLE II OF MERIDIAN CITY CODE UNLESS OTHERWISE MODIFIED BY N Q 110 47° 47 CONDITIONAL USE PERMIT. Q R/W 2. THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BE SET A MINIMUM OF 12 INCHES z _oN I R/W 10 , 11 12 I , 13 I3 ABOVE THE HIGHEST ESTABLISHED NORMAL GROUNDWATER ELEVATION. 0 Q 0 0o I I I `n 5500 SF Ln 16722 SF 16722 SF 16722 SF 1 6722 SF 1 ' 4 3. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED J — m oQ 6600 SF APN: SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF THE RE-SUBDIVISION. w W W ZZ I — R0982000020 4. ALL LOT LINES COMMON TO PUBLIC STREETS ARE HEREBY DESIGNATED TO HAVE A TEN (10) m w O 110 00 110 I FOOT PERMANENT EASEMENT FOR PUBLIC UTILITIES, IRRIGATION, AND LOT DRAINAGE, UNLESS � M Ln Z 00 I — O w= a, ;.,� N — OTHERWISE DIMENSIONED. 0- 0 00 0 4 P ` 58' 58' S8' 58' BLOCK 4 0 5. FRONT, REAR, AND SIDE YARD EASEMENT LOCATIONS AND WIDTHS TO BE DETERMINED WITH ;n 00 `n 5697 SF — FINAL PLAT. �' ��p 0 0} I oZ N 10 115' ^ " _/TEA 3 0 w 6. MAINTENANCE OF ANY IRRIGATION AND DRAINAGE PIPES OR DITCHES CROSSING A LOT IS THE Zm I _ Q 6600 SF RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN 1 1 � 5 00 'Q /, BRODY DR - o IRRIGATION/DRAINAGE ENTITY. ZQ I 19739 SFJ `V _ 3266 SF 60� 110' I o 7. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503, RIGHT TO FARM ACT, WHICH I Z STATES: "NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF a- 1046' 50' 50' 21' 29' 50' 50' 50' 55' 3�. SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR 0) ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION i � I I 2 FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION WAS NOT A NUISANCE AT THE TIME IT _N I 6600 SF BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY o WHENEVER A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY w¢ I I I 01 -01 01 I I I I 1 1 110' I AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF." wZ I I I —1 6 71 7 1 8 1 9 I 10 I 11 1 12 1 13 1 _ I I 8. RESTRICTIVE COVENANTS WILL BE IN EFFECT FOR THIS SUBDIVISION. ZONAL E a� N 9. LOT 22, BLOCK 1; LOTS 1 AND 14, BLOCK 2; LOT 9, BLOCK 3; LOT BLOCK 4; LOTS 1 AND 11, �FSS �3 6150 SF 5520 SF 5528 SF 5536 SF 5544 SF 5552 SF 5560 SF 6125 SF °' BLOCK 5 ARE COMMON LOTS TO BE OWNED AND MAINTAINED BY THE BRODY SQUARE NORTH Quo �\CENSF� FF�, o a�� 14 1 SUBDIVISION HOMEOWNERS ASSOCIATION. THESE LOTS SHALL BE USED FOR HOMEOWNER Q Z3 BLOCKT 2 2144 SF 6619 SF PEDESTRIAN ACCESS AND LANDSCAPING AND ARE SUBJECT TO A BLANKET EASEMENT ACROSS �l 16551 < z<Z I SAID LOTS FOR PUBLIC UTILITIES, IRRIGATION, AND LOT DRAINAGE. °o aw I 25' 56' 50' 50' 50' 50' 50' 50' 55' 20' 47' 110' 10. LOT 12, BLOCK 1; LOT 5, BLOCK 2 ARE COMMON DRIVEWAY LOTS FOR THE PURPOSE OF c p w: _ xcc S89°17'52"E 630.80' _ INGRESS/EGRESS. ALL COMMON DRIVEWAYS SHALL BE CONSTRUCTED IN ACCORDANCE WITH GRAPHIC SCALE IN FEET 9ti9TF OF ° I I UDC 11-6C-3D, AND BE PAVED A MINIMUM OF 20 FEET WIDE WITH SURFACE CAPABLE OF 0 25 50 100 ��N Mc M wN SUPPORTING 75,000 LBS. APN: oo~o 11. BLOCK 1, LOTS 8, 9, AND 10 ARE RESTRICTED TO A SINGLE-STORY RESIDENCE. On x wz I SO427333500 12. A 6-FT CONCRETE WALL (OR OTHER AGREED UPON MATERIAL) WILL BE CONSTRUCTED ALONG PROJECT N0. m w I THE PROPERTY BOUNDARY OF BLOCK 1, LOTS 8, 9, AND 10. MATERIAL MUST BE COORDINATED 291015009 �0,c� FOUND BRASS CAP I WITH NEIGHBOR. DRAWING NAME _o > za- AT SW CORNER OF 5009-PP �i x a SEC 27, T4N, R1 W. �M X ..U- 00 a-LZoZ �Ld�Q 01 of 05 11�_, Y X�c m FOUND BRASS CAP AT ma NW CORNER OF SW 4 • OF SEC 27, T4N, R1 W. NO°31'09"E � 1318.72' m I I � / � � � � � � � � � I I I EGR — — �� — —CD S89°17'41"E_635.80'_ _ - — — — — I 1 X —X I S89°17°�1' 5 2 .0 2 z / cn I o o cn Of EX. EDGE OF PAVEMENT o C� I � I �� o a, z N cn I I N I I I I 01 i d 4.78'f I LI W X Li cn II I_ O O 6 rn = z X w w Ln Q 00 w o co N to N U) 0 N V >tooI Z x z z o I I a_ — — — — — �- Lu ® EX. BUILDING z N 0 o I I 00 o o (VARIES) I GR �`L x ��h 0 rn E �5 h� �h �, N m - CD N _ / `L m m 1 .73' I I EX. R/W I I I o z � o IN EX. GAS I m w I I ^II p U � O %� �`' I I EX. BUILDING I = Q m Q \ MAIN I I I EX. BUILDING co . . z z w r- N III Q Q CDQ wLLi U U w ft� = Q cncn ooU o N Io I EX. BUILDING �z I I I 2540- 2SQ, EX. FENCE EX. TREELINE p fN EX. SEWER W F '� — — — — — — — — - - - - - as MANHOLE X W o I „ a — -Z w SE 9°17�5600 z } M � 166 I X X X X I Q o cn I 2S 2 J of Y I N I 10 PUBLIC UTILITIES, DRAINAGE, 4 w o I AND IRRIGATION EASEMENT X } BOOK/PAGE: 29/1798-1799 (� J U r NPER F I EX. 12" I X I X - W z O o� WATER MAIN 2 �0 I I"W 02EX. FENCE X- 10 PUBLIC UTILITIES, DRAINAGE, Q DNEASEMENT Qp c`no I '� I I PER BOOK/PAGE: 29/1798-1799 CY C) Lu I N z �2 ~ I - EX. IRRIGATION N X O I i -_� -1 Z �— ! �� Q I x Q L. V DITCHES }v I w 103 �1 p U p Z r-- m 00 0I I I I 0 o(f) 11� O Q " � r---a CD z APN:Q m W z Ln Z 10p I I I X I > R0982010025 I ~ ww I o I 0- In I KEY MAP �— �Y I I NOT TO SCALE X I.-m I N o Lo °N° Ld WZ L.LZ I X X EX. FENCE �Q I EX. FENCE II o ZQ I I I > EX. BUIL DINGX x , Za (n IQo � aam a I 00 O 0 zo x 78 % L' _ =a EX R/W I EX. IRRIGATION a 0. Z I DITCHES L y W Q °s o oZ EX. 21Lj X Ro SEWER MAINZR EX. BUILDING I GNEANL F I NORTH �� 0 xoo W I I X X I Q o)Z� I I w I EX. OVERHEAD W I I 16551 v a POWER �0NZ � I �xw� I N boa - 0 X a Zoo �� GRAPHIC SCALE IN FEET ��ti�TF OF o W� • ° 0 15 30 60 ON M cp0 F F X °'° 0O3o x PROJECT NO. xL(� w U o? MATCHLINE — SEE SHEET 03 291015009 rn>LjW iml-W DRAWING NAME >o zo 5009-EX j�)LnW'R Ix.a X ..Um a-L,oZ �w Na Of_, OF 05 Y X r o m m Q w Q 0 m MATCHLINE — SEE SHEET 02 78' EX. R/W I I o I w a 4.23'f i °'l o � I I � a�l00 EX. BUILDING I 0 �n cz N I R=20.00' X o I w z FA A w l I L=31.35' x CD � ® x I co o EX. OVERHEAD EX. FENCE w S89°16'58"E POWER ��d,���� ���'''1%, Io Of N � I [18-07' EX. EDGE OF I I z CD N I w �d,�,h� PAVEMENT I 0 — — — — — _ m W I — — 2539 2540 - - � —Os— - - - - - — — - - - =X L X- - - x - - > 2540 — — — — — —EX. SEWER p— — — — — — _ MANHOLE i EP EP EP 3: EP �p EP EP EP • i -I- _ _ _ _ _ - - o ry DAPHNE ST - - EX. GAS I I EP EP w EP �p MAIN I �/ — — — — — — — — — — 2540-2541 �EP EP �- — 2540 2539— - — — — _ _ _ X� - - - - - - - - X - - - -X - - - - - N I I I N89°16'58"W 5c�0� EX. EDGE OF 1 17.93' 2 EX. FENCE EX. FENCE PAVEMENT I R=20.00' EX. EDGE L=31.49' OF GRAVEL 25AO I I A 2540X x N I I X I O w I x x T z ■�i� xLi cn C� I N 00 0 I EX. BUILDING X 00 Q N I � I I �� o � o �' V I I N Q N ^I xl I � o V I APN: Q t z N Q Ln R O R0982000020 N ozl m I EX. BUILDING L ICN EX. IRRIGATION J CO wl DITCHES CD Eo 7 m C)Ld � w 0 00 ■ N N o °° ® x L0 m EX. 21" l o l co N � 0 o .o SEWER MAIN I z I a � 0) m ml _Op_ ti I o n 9 WATER MAIN I I EX. OVERHEAD • ° ' 2517 cv w o w v m POWER Ln o `� zo o N m z omo w I EGR— Q Q CD 3: Li w o EX. EDGE N U, I� I D 4 Ln OF GRAVEL Li bN I I I p N N X EX. FENCE N � L I 55' I a\yy� EX. IRRIGATION oLn w N EX R/W N DITCHES Li o 29.44'f I go (VARIES) lay�q y EX. BUILDING x Q I Of Z I �� x Z V- G Q lw m I X X X X X X o� w I J zoo EX. FENCE cn 01 (n OJ I I APPROX. LOCATION _- cn as OF UNDERGROUND x 25 I - -�--� r- 3I� GAS MAIN— � r--^i -- r--� 0-_ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EX. FENCE IF -- I L �i�� W z 2 a I i - - - - - - - - - - - - i ��-02 -�I�--� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — CY — — — — — — Q �w EX. SEWER I — — — — — — — X m w J MANHOLE — — - — — — CO a 2540 — S89'17'52"E-630.80' I N ., =(n I '�' I Z Z ~(' X W (0 O Q o CD L.F � I z z rn I 00 CD w I Q O w -- oW a_ W I Li W w o �, I m C W Z Z I �h �; w I z a W N N I APN:oo o s w SO427333500 Q I KEY MAP w Q �Y EX. EDGE OF o- NOT TO SCALE X zZ PAVEMENT W zo Zo °- m Q wQa FOUND BRASS CAP o zZ AT SW CORNER OF -Q SEC 27, T4N, R1 W. w o =af o= a azZ) iw¢ o cn �rnLjZ o ��SS�ONAL eN��ti X 03 NORTH QUO CENSF� FF1, iV)w� 0 xoo IN <0Z< 16551 o Z c Xw a v o GRAPHIC SCALE IN FEET �9iji9TF OF won (n 0 15 30 60 SON Mc003 o 00 3� PROJECT N0. x LO W Z > z 291015009 im�W DRAWING NAME o ZLj o 5009-EX j�)LnwO � xma. X ..O� a-L,oZ �w Na Of_, OF 05 Y X r o FOUND BRASS CAP AT Q NW CORNER OF SW j • OF SEC 27, T4N, R1 W. Ld NO°31'09"E � 1318.72' m EGR CD -\ — � � X S89*17°�1' 25`�0 2 0 I 2 I BLOCK 1 N o cn oK ui N i I I I I I I I I I I I I I � 11 10 9— 8 7 6 5 4 3 2 o 1 w I I I I I I I I I I I I I I 1 0 CONNECT TO Z U I EXISTING 12" I PROP MH 12 INSTALL 8 BLOW OFF WATER MAIN PROP MH 15 PROP. 8" C900 INV IN: 2520.96 VALVE FOR FUTURE INV IN: 2519.71 CONNECTION I I I r — � � — — INV OUT:-2519.81 WATER LINE N INV OUT: 2521.06 —j INV OUT: 2521.06 1 8"1 r3"W 8"W — — — — — — — — — — — — — — — — — — — — — — — — oCD w w o f — N - - 12 N Q 6 F 8„w 8„w 8„W 8„w 'f„w 8„W S R� F O S O 90 4.78'f 8" PVC @_-0.60% �, — — AVILLA DR — _ • 283 LF OF o- w I PROP MH 16 't s 8„S 8„S ' °° 8„S_ 8" PV��0.40% —8"S 8„ P7V5� 0.60% x `'i I I INV IN: 2520.22 0 0 �, o I, O ci i PROPMH 11 - - - - — - - - INV IN: 2519.73 / PROP MH 13 N 11 - Q INV OUT: 2519.83_ _ — `n \ INV IN: 2521.51 ,,� Li Ln w — — — — _ _ — - - 1 I 00 I PROP. FH 10 o o Z I PROP MH 10 cn I 1 9 2 t o z CO 0 x INV IN: 2519.42 00 3: 1 I 10 Q t- 0 o_ w INV OUT: 2519.52 I co INV OUT: 2519.52 I I co z I I I 14 � I 1 I 0 U) — — — — _ _ - I — — I co 00 35.72'f `� I 22 U O o � (VARIES) I R O EG I I I I ,� ��,� I ��, � ■ � N m CDN ■I I =DI 9 O II I , 73' 1I j I I ® PROP. FH00 f 1 I 00 O W U m EX. R/w w i I 5 I - - - - [—BLOCK-3] _ _ I I _� o ~ U � o EX. GAS w I I I I I z m ~ m 10' MAIN I I I ( I I I I I 10 MLd �w 47' 6 3 R/W I wQiI 18 8 Uv a ICI I ���\,� �„� ' 1 10' (n (n 0 0 BLOCK U c^ I0 I I I I I 33' "00 vv Z I I I I N - - - - I I _ _ I B/C 1 L, i EX. SEWER I — 2540� ao — — V) — — — — MANHOLE — — — — — - - - - - I — 00 1 5,M I - - - - x 1I 5' z o_ 4 /W S/W > Q Z R/W 0 I17 ' s6 X X 1 7 cnI ZJ J �, 33, I 1 I oY I N I I I B/C - - I 2542, I PROP. 8" C900 I (, wo I I I I 5' _5' — XWATER LINE00 Z J r U~ S/W S/W x Zm 1 I �� ' 0 EX. 12 I I > 17 cn I _ I1� I W 0o WATER MAIN x I I I 1 I N \ I II 04 W = �� I I I X 1 l,\ 6 Q W 0 Uw O 00 5 I I I I Z _ Ld p I I X I 16 I o ICY w< I a_ L-LI I - - - - o o I BLOCK 5 I I N _ �,I I• II N I " I APN: _" I --_= Z Z Q I J i - - - - I W>x R0982010025 � j i05N 0 " IrI �PROP. 8 C900 0 -t o_ I 0 18 Q0— WATER LINE I I x l 00 1 I I j l 1 j 1 I W a Q I 00 aDl I Li_1_1_L�—i�_�_iLil_—_J r-- 121 m Q ZQ Z GO I� I N I — I I Z �x I 6 I 1 N 1 5 I _ W� I o I OU") \ 15 1 °` W I KEY MAP 0 o Y I I I 1 I I I NOT TO SCALE J zm I N I oN I I X Q .,� I � W �� EX. 21" li 1 U SEWER MAIN I 1 o OZo I I 19 I� — O PROP. FH xQo I c X I >I I I PROP. IRRIGATION I Lu y I i !w TXQQ POND CD o , o 78' I I W 7 !ow EXR W - - I x x W >� 4 oLn=� / I cn I I �z x o o I I I I 14 cn �zD T:5 00 �96' _ I I SS\OVAL ENG 0 w PROP. R/W a_ I o0 GR X'3 I I I 20 x 1 I I NORTH Q�°� �ENSFO �FF� � 1 omQo I I I I I I 0 I x <oQ3 I to I 00 w I I I 1 8 I X — � - - I I 16551 X I `�' I OUDX I I PROP MH 14 3 1 �'�, �Tq P 0 -Z 0INV IN: 2523.67 GRAPHIC SCALE IN FEET 9ti TF OF o I oo i 0 15 30 60 �o/V M c0() wN "_� oo�o - 1 x 0 0�w PROJECT NO. O u M ATCH LI N E - SEE SHEET 05 291015009 o>>�w %o�� 0ZO DR5009G FAME c w � x.a z X a-Li oz w/ NQ �=w OF 05 Y X O o_ o_ 78' l MATCHLINE — SEE SHEET 04 w a EX. R/W w l 22 I00 VW ° o 1 d 4.23 f o �n 21 0 PROP. IRRIGATION I I � o PROP. IRRIGATION M 00 I LL POND PUMP HOUSE I 2 I 00 o N PROP. 8 C900 I p o l ,��iy, N` z I R=20.00' WATER LINE w l ( I I w � x I o � i I L=31.35' PROP. FH J x w I _ N I I \ , o_ PROP.co 8" C900 i„ I I S89°16 58 E 9 o INSTALL 8" BLOW OFF ���18.07' 00 WATER LINE - / I -PROP. 8" C900 I I z VALVE FOR FUTURE _ _ - I _ - I \ Lo 1 WATER LINE CONNECTION 71 fi W I — - 2539 2540_ o CONNECT TOuj I -2540 — - - - - - > EXISTING 12" _u 8"W 8"W s�"%A/ ( EP zo - WATER MAIN I I I o _ c) DAPHNE ST Z P g"W EP • + 0 205 LF OF ,� I \ e0 8 S �n _ - Q o of 8 PV��0.40% '� m 8 S - s PROP MH 04 0 m - o m I INV IN: 2517.39 X Q M °° DAPHNE ST `" 1-1 — EX. GAS I NL W INV OUT: 2517.49 �`' w MAIN I i _ — — — — INV OUT: 2517.49 — 0 2540i _P —EP 7-7 2540 2539 EX MH 9A — _ CONNECT TO cn I / \ W _ ,� - - - — - - - cn N89°16 58 W \ LL! EX. 21 SEWER MAIN / 5c�0� N ~ I PROP. TRAFFIC CALMING � / 11, 6 iz INV OUT: 2516.57 I 17.93 - 2 - - 1 cn I CHOKER PER DETAIL ON Q - - - I TAPER EDGE OF 00 W THIS SHEET. 0 I - PAVEMENT TO MATCH R= 1.49' I I EX. PAVEMENT WIDTH I x I L=31.49 I � 2 o I X �2 x `` o F x I I — I - - I c�i 5 � 540 I Z N I I I ©I I I I I >. PROP MH 09 W PROP. 8 C900 0 I I I BLOCK 3 I INV IN: 2520.47 I WATER LINE x I I a I I s 00 _ _ _ _ x 0 CD I N 47' " I aR/W I I 11 I 12 I 13 R W O 0o I I / Ln xI I I 3 33' I I I I I 33' I 4 N ■� z Li 00 N Lo p I a 5' I B�C I 5' S' B/c I 5' APN: Q 00 ct R o R0982000020 °� I — — — _ s/w I 6' I s/W x s/w s/w ^ o Q PROP MH 05 I I o N Q o N w U w' I I INV IN: 2518.17 10' Y I I I I I �� 0 0 10'00 z o „ I < 0 rn o_ _ I I INV OUT: 2518.27 PROP. 8 C900 / I Q o I w00 PROP. FH li V °' '� I INV OUT: 2518.27 co cn \ x WATER LINE w I � I z 1 0 N 0 z m o N . � 0- 1 � � z o a , wo \ _ I w n 00 ti I \ p� 8„W 8„W 00 I 3 0 8 W 8„ o WATER MAIN . - - - �p9 - _ BRODY DR — — 6 BLOCK 4 ■ o � > 0_' m 291 LF OF L to o m Q m g „ -8„S io 8„S O o 0 I i I I I 5 N J .N 8 N \ O 8� 8 S- 8 PV��0.40% I M N Ln EX. 21" I I 00 o, m SEWER MAIN i I I Q- 72 �F Qs \ � - _ - - o 8" PVC ® -0.60% _ _ _ w I I �R— - ° I - - - PROP MH 06 - - - - - - - - - - - \ o I I ow v m PROP MH 18 PROP MH 17 co N z o �' I INV IN: 2518.43 INV IN: 2518.44 ;n PROP MH 07 w o I II O - I- N cn o I INV IN: 2518.96 .� INV IN: 2519.70 / N o I 73 h INV OUT: 2518.54 N I 'n z _ `INV OUT: 2518.53 x m m 'LoPROP. R/W I p I INV OUT: 2519.80 INV OUT: 2519.80 ©I 2 o m o 55 IIII I I � I co > zzY N / EXIR W I I I I I I I I oo I Uv wQi Q 29.44'f I I I I I I I I I I I cn cn o o c� o w I(VARIES) j G 6 7 8 9 x x 10 11 12 13 14 Os o� I X X I I X I XJ m a-0CD w I I I PROP MH 08 cn �QOf U) I I I I I I I I i i INV IN: 2520.22I 1 Z I BLOCK 2 ��� I I Q _=lujI � } O J EX. SEWER J =X- - X= - - - - - - 1 ­1 Iri i T I I- I ! i z _ - - _1._i. Lw_J._i—; MANHOLE 2540 — — S89°17'52"E 630.80'Zm - - - - - -- T-� o I x CAP 8" WATER , , --� Ld I i -- i -- r-- O 71 W MAIN FOR FUTURE I 104 j W Q �w c� w I CONNECTION I I�-_� I Z 0 I � 1 r- . I�---y Q wm a-Q w h� I 7 Or C I `� I N Zfje Z ~" W Z APN. o5 Q J~ SO427333500 I O ZQ L o o N �/ m o I f):f L o¢ I I m Q 5W Q) z z ¢ I Z U of w J KEY MAP cn� FOUND BRASS CAP J r I AT SW CORNER OF F"VI , , NOT TO SCALE W o SEC 27, T4N, R1 W. — — — — — ° 99 I — � l¢ TRAFFIC CALMING CHOKER o 3 ~na • ® — — — — — - -o0z¢o I No — x¢¢ z io w 50' PROP. 47' PROP. _NLo o o R/W R/W m I u7 ° z m ri m c0�w , , , , , , , , E O a 5 16.50 16.50 5 5 16.50 16.50 5 - - _ - _ ��SS\ONAL xz3 S/W B/C B/C S/W S/W B/C B/C S/W I NORTH Fo F I Lo R=15.00' R=15.00' v Q CENS °'0 o `o m R=15.00' m ? m R=15.00 0 0?3 = 0.0 R=2 .0 I --__ C° m �l 16551 /o,Z x w w 2% 2q 2% 2q w aZ� PROP. 4" PROP. 4" PROP. 4" PROP. 4" - - - - , GRAPHIC SCALE IN FEET �9ti9TF OF o-0 ROLL CURB ROLL CURB ROLL CURB - - - - - — ROLL CURB \ , 0 15 30 60 ��N M c00� PROP. 8 PROP. 8 PROP. 8 PROP. 8 0 0LLJ SEWER WATER SEWER WATER T PROJECT NO. n`o , , , , , , , , o =Q 0 -10 10 -18 0 -10 10 -18 I I I I X X�� 291015009 o>> w /0�l DRAWING NAME ~a TRAFFIC CALMING CHOKER 5009-EP `'IX�a DAPHNE STREET TYPICAL SECTION STANDARD LOCAL STREET SECTION x ..u LOCAL ROADWAY iWoQ NOT TO SCALE NOT TO SCALE NOT TO SCALE Ld_< 05 of 05 Y X O