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PZ - PrePlat FOUND BRASS CAP AT a- \ NW CORNER OF SW a N0°31'09"E--,,,\ OF SEC 27, T4N, R1 W. Li1318.72' US HWY 26 1 — S89°17 41"E 635.80' Q r 25' 60' 50' 50' 50' 50' 50' 50' 50' 50' 63' 65' m RODY SQUAR S89°17'41"� — — — 25.00' 7 1 BLOCK 1 I ) PRELIMINARY PLAT �I -Cl of N - - �I �I �I o N N �I �I OI � 1 �I 1 1 �I 10 �I 9 �I 8 �I 7 �I 6 �I 5 �I 4 �I 3 -I 2 �1 1 r A PORTION OF THE SW 1 OF SECTION 27, '� 27 U O 6709 SF 5582 SF 5574 SF 5565 SF 5557 SF 5549 SF 5541 SF 5533 SF 5525 SF 6927 SF 7157 SF � Y 10, TOWNSHIP 4 NORTH , RANGE 1 WEST GONDOLA DR °j SITE ' ' ADA COUNTY IDAHO Q N.T.S. 50 50 50 17 33 50 50 50 50 50 63 65 Lo 12 �� — - - — 115' 3266 SF — — A'o - -- — AV DR -� - DAPHNE ST I I co 10' 13 - _ ���-�Q 90 M OWNER/DEVELOPER CIVIL ENGINEER/ LAND SURVEYOR 0) o 6247 SF II `L� 111 234 111' 2S� 0,5' 109.14 21SF w PINNACLE LAND DEVELOPMENT, L.L.C. LAND PLANNER IDAHO SURVEY GROUP MCM/LLAN RD 110' ro 6' 0 7629 E PINNACLE PEAK ROAD #110 9955 W. EMERALD ST. VICINITYMAP 0 21 6 ^ 6 SCOTTSDALE, AZ. 85255 KIMLEY-HORN AND ASSOCIATES, INC. BOISE, ID 83704 o 10 o O TELEPHONE: 480 401-0800 950 BANNOCK STREET PHONE: 208 846-8570 Z 5598 SF cn Lo 5598 SF I ( ) ( ) T4N, R1W, SEC. 27 14 I 1 5498 SF Z CONTACT: RANDY CLARNO SUITE 1100 CONTACT: CODY MCCAMMON, PLS BOISE, IDAHO 83702 Lo 6050 SF `n 1 112' — — PHONE: (208) 297-2885 I 112' I 110' CONTACT: BRANDON MCDOUGALD, PE L 110' 0 2 0 o 20 1 `o 5600 SF Ln Ln Lc)5600 SF o I o 9 Ln `o 5500 SF `n 15 - - � 110' `n Ln 6050 SF `n 112' I I 112' I I - - PRELIMINARY PLAT DATA LEGEND 110' 0 3 0 0 19 0 1-0 $ o EXISTING ZONING: RUTLn Ln 0 — — 5600 SF 5600 SF `� Ln 5500 SF Lo PROPOSED ZONING: R-8 PROPOSED CL/SECTION LINE 1 I I BLOCK BLOCK 3 I GROSS ACREAGE: 15.00 AC PROPOSED SWALE —I 22 � - - - - - - O — �n — 112 - — — 112' NET ACREAGE. 13.90 AC c� 18007 S. — 16 I — — I — — — — — ci TOTAL NUMBER OF LOTS: 65 z 6050 SF 47' 4 1 PROPERTY BOUNDARY S89°17'0 "E I 10 01 18 0 1 o 7 MINIMUM LOT SIZE (SF): 4,000 SF 660.80' I 110' R/w 5600 SF "� `� "' R `� 5500 SF — — — ROAD RIGHT OF WAY Q 00 o 5600 SF AVERAGE LOT SIZE: 5,500 SF 1 — — / RESIDENTIAL GROSS DENSITY (DU/AC): 4.33 DU/AC I 1 17 112' 112' 110' — — — — — — LOT LINE /� o o UO 5793 SF `n N 00 1 0 5 0 0 17 o o 6 EASEMENT �o 110 `n 5600 SF 1 `n `�I 5600 SF `� `n 5500 SF01 SHEET INDEX S w I I I PROPOSED 8 SEWER APN: Q:� o N o I 10 18 0 112' 112' 110' BLOCK 5 R0982010025 SHEET INDEX W PROPOSED 8" WATER (3' COVER) OI w I 'n 5500 SF 0 6 0 16 o STORM WATER INFRASTRUCTURE w 0 0 5 Sheet Number Sheet Title � U O z a, 74) 110' `n 5600 SF `n `n 5600 SF `n Ln 5500 SF Ln EASEMENT 0 _ 1 I 1 01 PRELIMINARY PLAT a o a O _ . 00 I — — — 02 EXISTING CONDITIONS PLAN PROPOSED CURB No m zo N 19 0+ 112' 112' j 110' — — w L m° 0 5500 SF I - 03 EXISTING CONDITIONS PLAN ® PROPOSED STORM DRAIN MANHOLE 00 � I W U-) 7 0 0 15 o Q o 4 0 04 PRELIMINARY ENGINEERING PLAN I 110 5600 SF `n cn U) Q 0 5500 SF Ln :`� FORPROPOSED CATCH BASIN 5600 SF Ict Q 0.0 0 05 PRELIMINARY ENGINEERING PLAN Low v m o o PROPOSED SEWER MANHOLEz ~C 7. N oLL 112 Z N 0 20 0 I I 112 to 110 PROPOSED FIRE HYDRANT 00 m N w w n V `n 5500 SF `n W Z o m o 0 8 0 0 14 o >- 0 3 m - - "� I 5500 SF O ® PROPOSED GATE VALVE J J z Q w J I 110' W 5600 SF 5600 SF W 0 I / SIDEWALK RAMP U v w c- = Q Uj 21 � � 112' 112' , 110' — — cn cn o o c� o w� I Ln 6050 SF `n PROP. STORM DRAIN �z 2 o� R-20Of .00' 110' 5497 SF PROP. CATCH BASIN �a a-U L=31.f 5 wo �� — 67467 SF 109 —1— u� EXISTING CATCH BASIN a S89°16'58"E 95' ��O• o — — — �'S' 1402 SF- — — — SS EXISTING SEWER MAIN =0 1 .07' �'� I 90 W EXISTING WATER MAIN �} N89°16'58"w — DAPHNE ST - Q - -1 -- DAPHNE ST o Y 17.9 3' rn w w � � `n EP EXISTING EDGE OF PAVEMENT r� w� — — `�' m N _ 6 _90' _ _ _ EGR EXISTING EDGE OF GRAVEL ROAD 95' 3 1 O - - - - "7) Q 0q' _ _ �' ~ II 401 SF _ 109' 1 X X— EXISTING FENCE W 0_ o R=20.Q0; 110' 1' _ _ I OP EXISTING OVERHEAD POWER a L 3 9 0 2 58 58 5g 58 �, 5 PRELIMINARY PLAT NOTES a a w `n 5500 SF 5615 SF Ln G D BLOCK 3 I 1. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN EXISTING GAS LINE cy �Q _ _ 110' COMPLIANCE WITH TITLE II OF MERIDIAN CITY CODE UNLESS OTHERWISE MODIFIED BY (/) Q _ _ _ Uj 47 —I CONDITIONAL USE PERMIT. Z Z I �- 110' 47' R/W 2. THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BE SET A MINIMUM OF 12 INCHES z Q 1 0 3 o R/w I 1 10 1�, 11 I�, 12 1�, 13 1 _� ABOVE THE HIGHEST ESTABLISHED NORMAL GROUNDWATER ELEVATION. Q Q c I I I `n 5500 SF `o I 6722 SF 1 7 6722 SF 1 : 6722 SF I 6722 SF I I 0 66 0 SF 0 3. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED O J oQ APN: SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF THE RE-SUBDIVISION. W W , I R0982000020 4. ALL LOT LINES COMMON TO PUBLIC STREETS ARE HEREBY DESIGNATED TO HAVE A TEN (10) m ZQ w �n 110' 00 110 FOOT PERMANENT EASEMENT FOR PUBLIC UTILITIES, IRRIGATION, AND LOT DRAINAGE, UNLESS � M o w= I ;,� 00 1 — — OTHERWISE DIMENSIONED. 0 U 00 0 4 58' 58' 58' S8' BLOCK 4 0 5. FRONT, REAR, AND SIDE YARD EASEMENT LOCATIONS AND WIDTHS TO BE DETERMINED WITH N � ri � `n 5697 SF (5 �, — — '�'2 _ rn FINAL PLAT. 0 oY 1 I o N 10' 115' ^ ' T�AO'I 0 3 0 w 6. MAINTENANCE OF ANY IRRIGATION AND DRAINAGE PIPES OR DITCHES CROSSING A LOT IS THE 0 zm I zI — — Q 6600 SF 00 RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN W0 I 1 Ln 5 �,`� BRODYDR o IRRIGATION/DRAINAGE ENTITY. ZOfO 110' I ;� 7. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503, RIGHT TO FARM ACT, WHICH a I I I9739 SF cV 3266 SF 6 -- — — O STATES: "NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF ao 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 U)ZABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION Lo �a I I 2 FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION WAS NOT A NUISANCE AT THE TIME IT 6600 SF BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHENEVER A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY L wQ 1 I I o 1 0 l o l I I I I I 1 110' I AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF." wz 1 I I -I 6 -I 7 �I $ �I 9 �I 10 �I 11 �I 12 �1 13 �I I- I I 8. RESTRICTIVE COVENANTS WILL BE IN EFFECT FOR THIS SUBDIVISION. S\ONAL E cnt N 9. LOT 22, BLOCK 1; LOTS 1 AND 14, BLOCK 2; LOT 9, BLOCK 3; LOT BLOCK 4; LOTS 1 AND 11, �S NG� 13 6150 SF 5520 SF 5528 SF 5536 SF 5544 SF 5552 SF 5560 SF 6125 SF 1 °' BLOCK 5 ARE COMMON LOTS TO BE OWNED AND MAINTAINED BY THE BRODY SQUARE NORTH oF CENSFo �FF� 14 1 SUBDIVISION HOMEOWNERS ASSOCIATION. THESE LOTS SHALL BE USED FOR HOMEOWNER 7 o I Q2 BLOCK 2 2144 SF coo 6619 SF PEDESTRIAN ACCESS AND LANDSCAPING AND ARE SUBJECT TO A BLANKET EASEMENT ACROSS 16551 U Z— i�-,Z I SAID LOTS FOR PUBLIC UTILITIES, IRRIGATION, AND LOT DRAINAGE. a>0aw 1 25 56 50 50 50 50' 50' 50' S5' 20' 47' 110' 10. LOT 12, BLOCK 1; LOT 5, BLOCK 2 ARE COMMON DRIVEWAY LOTS FOR THE PURPOSE OF w� Lax Pao 0 c 0 uj:2 _ 0 XZ�o 1 I S89°17'52"E 630.80' INGRESS/EGRESS. ALL COMMON DRIVEWAYS SHALL BE CONSTRUCTED IN ACCORDANCE WITH GRAPHIC SCALE IN FEET 9i/i TF OF oL�U �ON McO()� qpN: SUPPORTING 75,000 LBS. rno�Z o L�, I SO427333500 PROJECT NO. Ln X cr U m wz w 1 291015009 0)1— FOUND BRASS CAP I DRAWING NAME bi o zo AT SW CORNER OF 5009-PP Gi X Ma- SEC 27, T4N, R1 W. X =U)00 a-LLoz /w�a 01 OF 05 �_, N�xF-0 m FOUND BRASS CAP AT a NW CORNER OF SW j • OF SEC 27, T4N, R1 W. Li NO°31'09"E � 1318.72' r m . I EGR — j�-- r *I & — — _X — S89'1741"E_635.80'_ X —X ., — — — — S89°17,°�1 -5A0 25�2� — — _ 1 z 2 O 0 I o o cn j N EX. EDGE OF PAVEMENT w i II c� I cI 0) I I oz to � N 1 N I I I I Dol� 4 78 1 w I 86J x LLJ II I o O rn z x 0) mr I ® w Inw 00 r- -) O W Nn O c� �N I oco/ \ 0 IN 00 I`1 x z Q ° o CD w- u`' I FP-1 EX. BUILDING z N Q) o 35.72'f I J w v, °0 o 1 (VARIES) I �rL huh y 0) I EGR �5 �� �� �, ■ oN m - " � .o o-) m 73' I III EX. R/W I I I Ln z �_ o i I I o U o EX. GAS w I I I EX. BUILDING I ^_> o m m N MAIN I I I EX. BUILDING o \ cn (0 , J J CD3: U W as cA < U w10� Q Ul (In c� c� U c� to I �W EX. BUILDING EX. FENCE EX. TREELINE Z I w i EX. SEWER I 2540- MANHOLE — — — wo<in I I Ul LL I - Q r z �' X S 9*17�6cio ' �l 1 4 Ld Lc) � I66 . i X X X X I Q 0J ' I 2S I J oY I N I 10 PUBLIC UTILITIES, DRAINAGE, 4 I wo I AND IRRIGATION EASEMENT X .� _ cn ��_ I PER BOOK/PAGE: 29/1798-1799 X a�l I � — — O J _ W z = aQ EX. 12" ao WATER MAIN x e 7 of0 1 I I I EX. FENCE I,R I I `02� 0 Q U3 I x- i� 10 PUBLIC UTILITIES, DRAINAGE, Q �m AND IRRIGATION EASEMENT I— — a-a 1 i x i PER BOOK/PAGE: 29/1798-1799 � w I � x I w I N x I _ 03 ! t ZU z z � EX. IRRIGATION r� Qo L0 0 o I U I I I I O w(n Tn APN I I V X I z wx :C w z � R0982010025z Z ckf o 2= I ;w '� �, I cn " W I o o LO l I KEY MAP — N >> O _L > M 00 NOT TO SCALE z m 1 N O N I x X I I a, W wmo z Lj- z I I EX. FENCE 3a I EX. FENCE I o r� ZQ x I �I EX. BUILDING I w X z a (n I w Q o U) 1 I o 78' � z� I I x w¢ EX R/W x n I EX. IRRIGATION I z awe I I DITCHES a of w w Z EX. 21" I '� \ONAL Q)o z tz SEWER MAIN o 1 i x GR EX. BUILDING I NORTH �O CEN F� FF 0� I I Q C,xoo I � I 0 X o f N co I w EX. OVERHEAD x w Q�Z3 1 n 1 I I 16551 v O a POWER �oaz w I N I •d S O Q 0-°-z xI GRAPHIC SCALE IN FEET �q �qTF OF O 00 y C� o-0 w N a I 0 15 30 60 �0N M r,,o i i F1 x A% I 0Oto X I 0 Xwz PROJECT NO. o��J MATCHLINE - SEE SHEET 03 291015009 rn>- i0) DRAWING NAME >o Zo 5009-EX vLnwot Ix.a X ..U�m - 2(nOo �L a /w(n a OF 05 af_L, YX�O m m Q w Q 0 m I MATCHLINE — SEE SHEET 02 78' EX. R/W I I p d d < /4.23'f i 01 LO > I — i ar7 00 I EX. BUILDING O) C O z R=20.00' x �% I w z L=31.35' x ,,— x I 00 0 w I ° EX. OVERHEAD EX. FENCE w %® I o > W � I S89 16 58 E POWERl,�h� �, I �o � N N I 18.07' CD _ EX. EDGE OF I I z �' I W ��I,Ir� PAVEMENT I� i — — — — — — — — — — _ ° W 239 25 X --- —X — —P X5 4 I IL EX. SEWER P 2540 MANHOLE > EP EP � EP �P EP tF' EP EP • i — r — _ _ _ — o _ DAPHNE STLn — — X EX. GAS I I EP EP EP w rp MAIN I � — — — — — — — — — 2539 2540-2541 = _ — EP EP — _ _ 2540 — — — — — — � I / - - - X� — — - - - X — � X - - - - - o N89°16 58 W 25g0� EX. EDGE OF 17.93' EX. FENCE PAVEMENT 1 EX. FENCE R=20.00' EX. EDGE x L=31.49' OF GRAVEL 25�0 � X - 2540 x x N X w I x I z I - I xLd x 0 CDI N I I EX. BUILDING x 00 Q 00 N I oo I I I /� o Q� CD O N Q w I o 00 o V I A PN: z � N M Q R o R0982000020 x a o z l m EX. BUILDING N EX. IRRIGATION w 00 wl DITCHES O I J O 0 � U O � O I �cI w 0 co � � � � � o v a EX. 21" 1 I r�100 d ® x N I� N C) .� N z v0 � m SEWER MAIN I z ■ I I OP- m I o A M EX. 12>, I \\-EX. OVERHEAD <d '. 25�7 N !i o W U m WATER MAIN I POWER " • 00 `n z - oN N H .Q . a• d• O ^2 m m N d EGR— . . 1,11 z .�.� w o W d J J U � U W W `" d , N N Z Z w U EX. EDGE r7 I (A (A p p U p U U W � 2 Q OF GRAVEL D N I I I ❑w N N x EX. FENCE N Z I 55' I �yy s N EX. IRRIGATION w EX R/W wo a Q 29.44't I 3 in z (VARIES) � % EX. BUILDING �¢ o i- � _ G - x �uo r I X -X x Q X0 X Y w zJ I EX. FENCE wo cn I U U) in I APPROX. LOCATION x — � - - - - - I Z OF UNDERGROUND WQ GAS MAIN EX. FENCE - - 02 o - - - - - - - - - - - - - - — — — — — — — — — - - - - - - - - - - - - =Q— I Q cn EX. SEWER _ — — — — — -2541—x — — — — X _ -- — — _ _ UJa MANHOLE — — - - - 2540 — — S89'17'52"E=630.80' — — — — — — I C w I z z _ I ~� x w co O Q Z o u� w I Q Lu 11 � Wz N Q -¢ I `ti w NN KEY MAP Nw z APN: to o X I K'S0427333500I r (n�O o Y EX. EDGE OF U � a- I NOT TO SCALE X m PAVEMENT W z LLI0 zo I I w Za I I o a � (nz FOUND BRASS CAP 0) az AT SW CORNER OF i ¢ 1 SEC 27, T4N, R1 W. w a =� no °-w o LUZ a ��SSNAIOL X N NORTH QUO CENSFQ /X0 � oo Q 0 z 16551 U a worz o wm aoo GRAPHIC SCALE IN FEET �q�gTF OF w(n 0 15 30 60 SON M c00) 1 1 FT o003uj PROJECT NO. ()0", m>�w 291015009 i�F-w DRAWING NAME >o Zo 5009-EX vLnwOt Ix.a � X .. m U- 2(noo �LaZ /w(n a OF 05 af_L, YX�o o_ FOUND BRASS CAP AT Q NW CORNER OF SW j • OF SEC 27, T4N, R1 W. NO°31'09"E � o 1318.72' m I EGR a�rli o — — — S89°17'41"E_635.80 — — / '- u —X S89-17LEAll" 5 2 5.0 D1 2 zo I BLOCK 1 cn `� I a w of I 1 I I I I I I I 1 1 o I 11 10 8 7 6 5 4 3 2 1 w I �w I I I I I 1 1 I 1 1 1 I 1 I 1 I 1 1 I I I I 1 I I o N I CONNECT TO C/� EXISTING 12" I I INSTALL 8" BLOW OFF I I PROP MH 12 WATER MAIN PROP MH 15 VALVE FOR FUTURE I I I INV IN: 2519.71 PROP. 8 C900 � \ INV IN: 2520.96 CONNECTION r — — — INV OUT:-2519.81 WATER LINE N INV OUT: 2521.06 - - - - - -I _ — - - - - - - - - INV OUT: 2521.06 1 00 N } „W 8„W — — — o I ow 12 �n _j N o fL - - - — N Q s 68�E�F s o 8 W 8„W 8„W 8„W „W 8>,W eo 4.78'f 8" PVC ® -0.60% �, AVILLA DR -� • — - - - o � „ d � m 283LFOF L 75 LF OF PROP MH 16 sQ 8 S 8 S 8"S- g" PV��0.40% —8"S 0 w I I INV IN: 2520.22 0 o + � 8 PV7�0.60% 1 /o I PROPMH 11 - - - - — - - - - - - - - _ _ — � � 6 1 o_ INV IN: 2519.73 / �- PROP MH 13 01 Q INV OUT: 2519.83_ — — \ 11 INV IN: 2521.51 w ,n !� - - - - Q00 o n ,� I oos I I - - - - LLI I o o � i PROP. FH 10 N 0 — — — — Q N Z , I PROP MH 10 cn I 9 2 I o �o 00 \ I 19� x INV IN: 2519.42 ao I 1 1 1 10 Z Q ° o INV OUT: 2519.52 cn 4- - - - I ® INV OUT: 2519.52 m I 1 I z I O cl- 14 w (n00 35.72f I I 22 — — — — — o 1 I (VARIES) 1 o`,1 ° o E7D �� `L�� I h�� �h " N ■1 1 / 9 O � m 1 ® 6' 73' I I I 00 PROP. FH EX. R/W I = 0o I 0 w c� m 1 W I I 5 - - - - I FBLOCK3 I - - - - I I :� 0 0 EX. GAS MAIN�� w I I I I 1 1 L Llo I o r i III % _ — — — II y 6' 1 3 19 R/W 8 I Uv w � = Q I cn cn ooc� o ID_ I i �p ii �lc_ 1Lljcn to BLOCK 1I I I 33 Z I I 1 254 I V) � - - I B C w EX. SEWER � I I -_ I 0 - - I - - - - I v / - - - - I MANHOLE �— — °° i r- — — — — — — ��cn I I 11 1 - - - - _ — Z Q I I I 47' x S/W S/W Q rn w S 9°176' >60 1 I R/W I I I 1 7 I J J � � I66 I I - - - - 33, 1 I X X k 1 1 I I � oY I N 1 ( B/C I 2542 I I PROP. 8" C900 I ICD w� I I 5' —5� — — — X — — 1 WATER LINE Z Q EX. 12" 1 1 S/W S/W X uj Q 0,a-0 WATER MAIN I x l l I 1 17 I 1 I - 1 7 W 2 �� I I 1 I �ih 6 I I = =4= = Q W 00 w 1 0 5 I I 1 1 D Z ir, I I 0 x l 0 — Na I I I o I x BLOCK 5 o w I w V I I 1 - - _ x _ _ © _ — I R0982010025 W Q Z o I o f I I I 1 m l PROP. 8" C900 I 1 >I - - 1 05 QQ 0 oQ M Q I I I 18 I WATER LINE x 00 1 I 1 W HoZ 1 m Q zQ I cnIN o of m I I I "N 6 �s I I Z J I oLO W I KEY MAP 4 1 1 I 1 1 , I NOT TO SCALE LO J r I to 00 I Q W wm N ON I I 1 Q - - _ I I x _ I I � 3 0-a SEWER MAIN 11 1 I 1 I M 0 Z o I I 19 PROP. FH w Xao I v x l I I I PROP. IRRIGATION I LL o xQQ I V 1 7 POND I I o0 o i Z o 78' 1 1 W 1 I x 15 00 1 0 4 I_ !o wN EX R/W I I x I W x I 0 �Xoo I - - - - coI I I I I IZ ,-.H 1 I � cn > wQ I 00 Lai 96' w oI (cmwzI m o o�SSOCNEANLPRO . R/W GZ SfFN Oi'3 I I I I 20 x I I I NORTH omo� 00 w I I I I I I x I x uo¢� I � I I I 1 1 8 I 1 `'' 14 a e I 1 16551 Z I ��a� I `" I I 1 PROP 3 I ws o0 Q O_Z U '� INV IN: 2523.67 1 GRAPHIC SCALE IN FEET �97i�9TF OF ��P O �O0 o 00 1 0 15 30 60 SON M c00`� w 1 I 0) 0 1 x I 0 0 PROJECT NO. ()In ���¢ MATCHLINE - SEE SHEET 05 291015009 ioF-� >0 z o DRAWING NPAME uu , Ixma �� X ..c.,- =U)Oo a-LLOZ /w ma 040F 05 �_, Y X P-O m m MATCHLINE — SEE SHEET 04 w EX.7 R/W 71 I 22 1 00 4.23'f I o � 1 21 I o PROP. IRRIGATION lilt I PROP. IRRIGATION I � m co I I POND PUMP HOUSE I 2 I rn c o PROP. 8" C900 I o o l I w N= Z 1 R=20.00' WATER LINE w l I vx I 00 Ld I i L=31.35' - - PROP. FH N ip \ „ a- PROP. 8" C900 00 w 1 N � 1 S89°16 58 E _ WATER LINE 9 I 1 I Z INSTALL 8" BLOW OFF 18.07 ao I s - - PROP. 8 C900 VALVE FOR FUTURE a _ _ a N - _ I \ 1 WATER LINE CONNECTION cn I z � _ o W 1 — — - - 2539 2540 0 - -X - — - - - LX CONNECT TO - P 2540 w P— - - EXISTING 12" 8"W 8"W -t'�ui P EP zo - WATER MAIN 1 I o P '° -EP + _ -o � 205 LF OF ;� c) DAPHNE ST I z 8 w S M PROP MH 04 0 m o eo m 1 18 PV��0.40% m 8'TS s I Lo Q - o '� - INV IN: 2517.39 X �n m N w - EX. GAS 1 `� - - W INV OUT: 2517.49-P w m I DAPHNE ST MAIN I i I _ _ — — — INV OUT_2517_49 — o 2540i EP EP -EP EX MH 9A 2540 2539 — / CONNECT TO I N89°16'58"W W o EX. 21 SEWER MAIN / 17 93' 25�0� cn I PROP. TRAFFIC CALMING _0 6 z INV OUT: 2516.57 I _ I CHOKER PER DETAIL ON Q / cn I 00 W � THIS SHEET. � � PAVEMENT TO MATCH TAPER EDGE OF 1 R= 1.49' I I EX. PAVEMENT WIDTH x I L=31.49 - - - - 25°�0 - - - - - - - I LL o X I It x `` o I �— ca 5 2540 N I cal I I I PROP MH 09 W PROP. 8 C900 L_ u I I I BLOCK:3] I INV IN: 2520.47 I WATER LINE x - - a I I s � o c� I � U' I I N C I x I I x N I N I I 1 a /W 47' O ao I I 11 I 12 I 13 I I R/w Lo N U 3 33' I I I I z xl 1 I mr " B/C I BBC I 4 APN: Li Ln 1 R S/W I I S/W 00 5' S o R0982000020 /^\ Q r�I — — — — 6' x S/W I S/W N �� oo Oct PROP MH 05I 1 1 I 0 Q - w V I I I I INV I N: 2518.17 71-0-7 , I--I w p ;op - - - - o l w I I I „ I I o 10 �z o 00 rn I INV OUT: 2518.27 I Q N PROP. 8 C900 in PROP. FH li cn INV OUT: 2518.27 z Q '� of ono I _ �,, a U, WATER LINE o m 1 oIco 1 4 0 s � /0 - - - - - - - - - - - - N o_ � o z — � Z P ° li o ��o� I 3 I o J >, p , 8 8 W 8„W 8„ r7 o EX. 12 1 _ ° °� BRODY DR 6' N w WATER MAIN I - - - - c� 09 - - i� -� _ � BLOCK�] ■ O - `� �`� 291 LF OF - Lf o a m I I 1 _ w 8 N m S 836 m 8„S- -8„S cfl B�,S O c _ N 5 'n J N _ 8" PV�0.40% o ._ SEWER MAIN 1 I 1 I I a SO » 79-1 F F 00 OS co 3 - - - - z mLn ° 8 PVC ® -0.60% w �� PROP MH 06 _ r0 _0 PROP MH 18 PROP MH 17 co N Lo z oN cn 73' io INV IN: 2518.96 INV IN: 2518.43 INV IN: 2518.44 ,n PROP MH 07 w o I I II o - c� o � z ~ m I INV OUT: 2518.54 INV IN: 2519.70 } N PROP. R W � INV OUT: 2518.53 x N m N / O INV OUT: 2519.80 _ ] o Ln 55Li INV OUT: 2519.80 0l 2 w 00 EX R/W as co—nQw 29.44'f I I I I I 1 I 1 1 I 1 i ao I con con ooU o w (VARIES) I = x �Z I N I 6 7 8 9 x 10 11 12 13 14 s - - - - o(n � G w `� 1 I I X X 1 X X- -X PROP MH 08 wo ' ' I I I I I 1 INV IN: 2520.22I Z N Q CD ¢o I I I I I I I I 1 I I 1 Q �Q _= I 1 1 BLOCK 2 25�` 1r J H Y I - - - - - - - - - - - - - - V _� EX. 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X w Z r ' I I I I X X 291015009 o u-�J 0 -10 10 -18 0 -10 10 -18 jo o� I I DRAWING NAME >Lozo TRAFFIC CALMING CHOKER 5009-EP "X�a DAPHNE STREET TYPICAL SECTION STANDARD LOCAL STREET SECTION xl ..8 m LOCAL ROADWAY iw oa NOT TO SCALE NOT TO SCALE NOT TO SCALE 05 af_L, Yx�o OF