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HomeMy WebLinkAboutPre-plat Updated PRELIMINARY PLAT NOTES: LATITUD FORTY THR SITE DATA 1. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH TITLE II OF MERIDIAN CITY CODE UNLESS OTHERWISE MODIFIED BY CONDITIONAL USE PERMIT. DATA 2. THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BE SET A MINIMUM OF 12 INCHES EXISTING ZONING: ADA COUNTY — RUT R-8 ABOVE THE HIGHEST ESTABLISHED NORMAL GROUNDWATER ELEVATION. DIVISIONPROPOSED ZONING: R-15, R-8, C—N BUILDABLE LOTS: 59 3. ANY RE—SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVEDSU MINIMUM LOT SIZE (SF): 4,646 SF SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF THE RE—SUBDIVISION. SUBDIVISION ACREAGE: 15.97 AC AVERAGE LOT SIZE: 5,629 SF 4. ALL LOT LINES COMMON TO PUBLIC STREETS ARE HEREBY DESIGNATED TO HAVE A TEN (10) TOTAL RESIDENTIAL AREA: 15.18 AC FOOT PERMANENT EASEMENT FOR PUBLIC UTILITIES, IRRIGATION, AND LOT DRAINAGE, UNLESS — R-8: 12.94 AC R-15 OTHERWISE DIMENSIONED. PRELIMINARY PLAT — R-15: 2.23 AC BUILDABLE LOTS: 20 5. FRONT, REAR, AND SIDE YARD EASEMENT LOCATIONS AND WIDTHS TO BE DETERMINED WITH TOTAL NEIGHBORHOOD COMMERCIAL AREA: 0.79 AC MINIMUM LOT SIZE (SF): 2,730 SF FINAL PLAT. TOTAL OPEN SPACE: 2.97 AC AVERAGE LOT SIZE: 2,791 SF 6. MAINTENANCE OF ANY IRRIGATION AND DRAINAGE PIPES OR DITCHES CROSSING A LOT IS THE SOUTHWEST QUARTER OF THE NORTHEAST CORNER OF SECTION 17 QUALIFIED OPEN SPACE: 2.47 AC RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN PERCENTAGE QUALIFIED OPEN SPACE: 16.27% C—N z IRRIGATION/DRAINAGE ENTITY. O TOWNSHIP 3 NORTH RANGE 1 EAST BOISE MERIDIAN BUILDABLE LOTS: 1 0- 7. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503, RIGHT TO FARM ACT, WHICH , , TOTAL LOTS: 91 a STATES: "NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF COMMON LOTS: 11 LOT SIZE (SF): 29,634 SF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN MERIDIAN , IDAHO COMMERCIAL LOTS: 1 0 OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN RESIDENTIAL LOTS: 79 (20 R-15/59 R-8) OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION WAS NOT A NUISANCE AT 2024 SUBDIVISION DENSITY: 5.20 DU/AC Uj THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT a APPLY WHENEVER A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF." INA VERL Y PLA CE 8. RESTRICTIVE COVENANTS WILL BE IN EFFECT FOR THIS SUBDIVISION. F SUBDIVISION Q 9. LOTS 1 & 48; BLOCK 1, LOT 1; BLOCK 2, LOT 1; BLOCK 3, LOT 1; BLOCK 4, & LOT 1; BLOCK 5 ARE COMMON LOTS TO BE OWNED AND MAINTAINED BY THE LATITUDE FORTY THREE o HOMEOWNERS ASSOCIATION. THESE LOTS SHALL BE USED FOR HOMEOWNER PEDESTRIAN ACCESS AND LANDSCAPING AND ARE SUBJECT TO A BLANKET EASEMENT ACROSS SAID LOTS ABBREVIATIONS LEGEND FOR PUBLIC UTILITIES, IRRIGATION, AND LOT DRAINAGE. o EMAG/C VjE 10. LOT 5, 22, & 33, BLOCK 1; ARE COMMON DRIVEWAY LOTS FOR THE PURPOSE OF INGRESS/EGRESS. ALL COMMON DRIVEWAYS SHALL BE CONSTRUCTED IN ACCORDANCE WITH SNORTING BULL NO. 2 B/C BACK OF CURB — — SECTION LINE O UDC 11-6C-3D, AND BE PAVED A MINIMUM OF 20 FEET WIDE WITH SURFACE CAPABLE OF SUBDIVISION EOP EDGE OF PAVEMENT SUPPORTING 75,000 LBS. IQ� ESMT EASEMENT — — LOT LINE mr SITE LOCATION O EX. EXISTINGCO GIRR GRAVITY IRRIGATION — — — — — — — — — — — EASEMENT N v INV INVERT U IRR IRRIGATION BOUNDARY z ° co. MH MANHOLE �� w NMID NAMPA & MERIDIAN IRRIGATION DISTRICT — ROAD CENTERLINE N.T.S. NOT TO SCALE o R/W RIGHT—OF—WAY — — — ROAD RIGHT OF WAY Cn °° SS SANITARY SEWER Q N N N S/W SIDEWALK PROPOSED ROLLED CURB a N.T.S. TYP TYPICAL z U PROPOSED VERTICAL CURB o 6 N _ 2 o W `moo EG CONTOUR J L °° o a co EX. NMID EASEMENT kkh�- N N .N WELLS C/RCLE EX. FLOODWAY o 0 T N Y VvY 84 EX. SURVEY MONUMENT a N W PROPOSED WATER LINE ° Z 3 S PROPOSED SEWER LINE ° y O PROPOSED BOLLARD U) VIC/IWTYMAP N.T.S. PROPOSED FIRE HYDRANT — U 0 O PROPOSED VALVEIn PROJECT CONTACTS ° ® PROPOSED SEWER MANHOLE U) w 2 W w Q PROPOSED SIDEWALK L CIVIL ENGINEER OWNER/DEVELOPER LAND SURVEYOR PLANNER ❑ ^ N KIMLEY—HORN AND ASSOCIATES, INC. PRESTWICK—CAPITAL KIMLEY—HORN AND ASSOCIATES, INC. RODNEY EVANS & PARTNERS ❑ PROPOSED OPEN SPACE ° 1100 W IDAHO STREET, SUITE 210 13833 W MEADOWDALE DRIVE 1100 W IDAHO STREET, SUITE 210 1450 W BANNOCK STREET z IDAHO 83713 BOISE IDAHO 83702 BOISE IDAHO 83702 ❑ PROPOSED PAVEMENT BOISE, IDAHO 83702 BOISE,3 PHONE: (208) 510-6287 PHONE. (208) 639-3262 PHONE: (208) 248-9357 PHONE: (208) 514-3300 w Q_ s CONTACT: IAN CONNAIR, PE CONTACT: RYAN MINERT CONTACT: BRAD DALEY, PLS CONTACT: BEN SEMPLE, PLA, ASLA ❑ EXISTING REGULATORY FLOODWAY > 3 EMAIL: IAN.CONNAIR@KIMLEY—HORN.COM EMAIL: RYAN@PRESTWICK—CAPITAL.COM EMAIL: BRAD.DALEY@KIMLEY—HORN.COM EMAIL: BEN@REANDPARTNERS.COM ° LJ.1 EXISTING ZONE AE ° ❑ U t ❑ EXISTING ZONE X W ° 0 ° a E SHEET LIST TABLE Q SHEET NUMBER SHEET TITLE 01 COVER SHEET 02 DETAILS 0 03 EXISTING CONDITIONS ry L co c 04 PRELIMINARY PLAT m o 0 Ji ° 05 PRELIMINARY PLAT c� v 06 ENGINEERING PLAN o cl�Q w Uj w j a o 0 U 0 2 y a 07 ENGINEERING PLAN o a o a 08 ENGINEERING PLAN o } 0 09 ENGINEERING PLAN CL o T co <a 10 ENGINEERING PLAN co ° z Ili 11 PHASING PLAN Q o Q Q O N z z z z a o z CD _ ° N z U a w w w z U Q O Q Q w E 0� ()� U U Ov :E N 0 w U) U) O z N SEAL ° O C_ PRELIMINARY L w � FOR REVIEW ONLY U, N NOT FOR CONSTRUCTION Uj CD N Kimleyl Horn CD Kimley-Horn and Associates,Inc. M 0 rn j 3 CAUTION: NOTICE TO CONTRACTOR SHEET NO. N U L N m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES 0 1 h 1 AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED o ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE ° d UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING owwhays below. 01 OF 11 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig 47' PROP. 50' PROP. BUILDABLE LOT 50' PROP. R/W R/W R/W I I 36.0 I I 36.0 I I 33, I B/C B/C 5 B/C 5 I I 5' 5' I I 5' 5' S/W S/W S/W I S/W I I S/W I S/W I I I 2% 2% 2% 2% -- —� _ �2� 2%� =1 i —III=1 11=1 11=1 1=1 1= - —- - �I 5' 7' I I�I I 1=1 I-I I 1=1 I 1=1 I I�' 1=1 5' 7' =1 I 1 I=III-I 11=1 11=1 1= 11 1= 5 7 =1 I I 11=1 1=1 11=1 1='' -III 11- - III" _ 11= =III r_ TYP. TYP. ; -TYP.- TYP. TYP. -1 I 11= TYP. I_� PROP. 6" I I- _ - I-I I-i i-i I-1 -I I I-i I-i I-1 I-I I I_ PROP. 6" ill -III-III-I I I I I_I 11=1 -III-III-I 11=1 I I I 1=1 11= I-III_ I-III-III-I -III-III-III-III I-I 1I- - =III=III=III= l-III'-� VERTICAL CURB I_illlllllll 1111111111111111111111111111I 1�111111111� ` VERTICAL CURB �I,�illlllllll IIIIIIIIIIIIIIIIIIIIIIIIIIIIII Illl�i lli 11=1 1=1 11=1 I I-_ I I 1-1 I I- =1 1=1 1=1 11=1 11=1 -i PROP. 3 i -III-III-III-1 1=1 I PROP. 6 PROP. 3" 111111111111111111111�IIIII,11111=,1 PROP. 3" ROLLED CURB VERTICAL CURB ROLLED CURB ROLLED CURB o PROP. SEWER PROP. WATER PROP. SEWER PROP. WATER PROP. SEWER PROP. WATER n U w ° Uj a A PUBLIC LOCAL STREET SECTION SCALE: NTSrB LOCAL COMMERICIAL STREET SECTION WITH FRONTING LOTS SCALE: NTS C LOCAL COMMERICIAL STREET SECTION SCALE: NTS ° a 25' PROP. BUILDABLE LOT 25' PROP. 25' PROP. 25' PROP. R/W R/W R/W R/W VARIES 18.0' VARIES- 0 18.0' VARIES VARIES 18.0' ' I EX. EOP B/C I EOP B/C I B/C EX. EOP EX. EOP B/C I , 5 I I 5 ISSW I I SSW I I S/W I S/W I b �� Z 2% 2%_ 2%� - - - - - _ _ ^ Q 1=1 1=1 1=1 11=1 11=1 1- I_I i_i i=7w= oLO 1=1 1=1 11=1 11 o III-III-I I- III-III-I - -I I-I - -I I-I -III 1= 1 - p 1=1 11=1 I I 1=1 11=1 1=1 1=1 11 = = = - - 1 l III-I I -III-III-I 11=1 I ' PROP. 3" --� I�11=1 11=1 II o N -1 I1=1I I-I1=1I1=1I1=1I1=1I1- I1=1I I-III-I I -III-I 1= I-�I 1=_ 1=1I1=1I 1=1I1=1I I: EX. WATER -I1-1I-I I1-1 PROP. 6 PROP. 6" '-1 1= =1 11=1 1=1 i= T1=1 1=1 11= 1=1 1-' -I 11-i I I 1=1 1=1 11=1 11 ROLLED CURB z a, N -Ij III=III=III- - Ili' -I�' PROP. 6" PROP. WATER =il III—III—iii—"' VERTICAL CURB a co VERTICAL CURB — z VERTICAL CURB EX. SEWER Of o o PROP. WATER } m 00 PROP. WATER EX. SEWER o O o C m N ,N Q O o m 2 T N Y D WELLS CIRCLE SECTION SCALE: NTS LE WELLS ST SECTION SCALE: NTSL WELLS ST SECTION WITH FRONTING LOTS SCALE: NTS G MAGIC VIEW DR SECTION SCALE: NTS z O U 3 L I N U N U O Q �D/ O C 0 v/^' w Q Y W J 0 Lr- a QN = 7 N ` C / W Q 1O. 3 O W 5 L G E U O a W L O 0 Ul U D Ul N 0_ O 00 -o Q 0 J a ❑ v w � ❑ ❑ m W W U Z Y Z o o C0 U U a 00 ❑ U ❑ � 2 W C '-' O U 0_ J U o � y Q o Ch Z_ m w O LLJ J Q O z z y Z Z z z ° z Z_ U N W W W Z w E � � U U o 2 N ❑ a � � O z N SEAL Z) O PRELIMINARY L w � FOR REVIEW ONLY � a CO � NOT FOR L CONSTRUCTION CD N Kim ey*Horn Oa c M o Kimley-Horn and Associates,Inc. C U Q) N 0 L v j 3 CAUTION: NOTICE TO CONTRACTOR C SHEET NO. N OI o THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES O^ ch Y AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED L o ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION ° w a CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE o C UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING owwhan below 02 OF 11 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig LEGEND EXISTING CONDITIONS NOTES SECTION LINE �1 EXISTING FENCE TO BE REMOVED. 15 EXISTING SEWER LINE TO REMAIN IN PLACE. LOT LINE �2 EXISTING BUILDING PAD TO BE DEMOLISHED. 16 EXISITNG WATER LINE TO REMAIN IN PLACE. — — — — — — — — — — — EASEMENT EXISTING PAVEMENT TO BE REMOVED. 17 EXISITNG COMM LINE TO REMAIN IN PLACE. — — BOUNDARY ® EXISTING OVERHEAD POWER TO BE UNGROUNDED. 18 EXISTING GAS LINE TO REMAIN IN PLACE. PHASE LINE EXISTING FENCE �5 EXISTING DITCH TO BE REMOVED. 19 EXISTING SEWER MANHOLE PROTECT IN PLACE. OHP EXISTING OVERHEAD POWER LINE © EXISTING WALL TO BE REMOVED. 21 EXISTING CULVERT TO REMAIN IN PLACE. EOP EXISTING EDGE OF PAVEMENT EXISITNG VEGETATION TO BE REMOVED. 22 EXISITNG UTILITY STRUCTURE TO BE REMOVED AND RELOCATED. TOE EXISTING DITCH ® EXISITNG IRRIGATION STRUCTURE TO BE REMOVED. 23 EXISTING OVERHEAD POWER TO REMAIN IN PLACE. jEXISTING PAVEMENT TO REMAIN IN PLACE EXISITNG FIRE HYDRANT TO BE REMOVED. 24 EXISTING PAVEMENT TO REMAIN IN PLACE z 11 EXISITNG UTILITY STRUCTURE TO BE REMOVED. a 12 EXISTING FENCE PROTECT IN PLACE. w ° 13 EXISTING OVERHEAD POWER PROTECT IN PLACE. w a 14 EXISTING STORM DRAIN TO REMAIN IN PLACE.16 ° Q ._14 y0 23 k 1 1 r: q9 r op 23 0 8 �p �EL E _ TCli p w NO 0 23 1R. EO 15 r I 1 O �g >o 3 EOp 2 S E00 Op EOP — E Q o N N 2 �j �v �E \ \ 24 19 g"5S 13 EO Q Y N Op EOp `� 21 ED I U) %0 0 �2 \ �.: T. — 0 16 \ ELL — I o 2 N S °' N 1 E p Eop EOP 1 J o co 7 TYP. 24 _ N 22 EOp \ � \ EO 0 19 0 X ► N 0 6 > CIAp O `o Co m 23 23 8 I 14 Y 23 LO Fri z I NVP OVP 4 0 0 22 O 0 `n (_03 I 5 r' N ( N U) N 50'f o 3 4 �r'�°N `� 29'f I > Row 8 ROW 0 Z Q 1 EOP 17 I OvP 2 8 EOP O 4 0 � O 0 1 o w Cn N' ❑ 22 m _ W — _ 0 Q 18 15 o I Z 0 401 2 0 N 1 I U IllrJ = z 1 8 w U Q LIJ3 I o � N�; 7 I 7 TYP. J 9 7 22 V 0 _ O °� U W 4 Z W (� 5 / ° X O 15 L.L Y 7 W U) W 0 X ❑-/ w 9 4 �o Q/ / o 00 � J At 11 ` a 7 TYP.3 I s 4 4 12 1 m 3 m 0 0 0 Q 4 z Y z o U I 0 0 1 19 APN: R54430 x a 10202 APN: R5443010204 I o o 7 TYP. o wa , a w I o o a o a 7 19 15 w o0 T / 12 0 15 a o a o " 0 u. SS SS �, z �R N I — — v — - - - - - - w J � "� — — — — — — Q ii Q LLJ � - z a [If 19 r _ ;� z U = a w w w z U Q 0 Q Q w 0� U U ° o GRAPHIC SCALE IN FEET �' �' Z 0 30 60 120 = SEAL Q C NPRELIMINARY � s O w z FOR REVIEW ONLY U, N NOT FOR CONSTRUCTION UJ CD N Kfmleyl Horn CD Kimley-Horn and Associates,Inc. M 0 rn j 3 CAUTION: NOTICE TO CONTRACTOR SHEET NO. N U s N m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES O h 1 AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED o ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE ° d � UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING owwhays below. 03 OF 11 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig E CENTER 1/4 SE CTI N 17 COMMON LOT AREA TABLE LOT# BLOCK# LOT AREA(SF) LOT AREA(AC) 1 BLOCK 4 70,599 1.62 APN: R5443010080 1 BLOCK 1 18,907 0.43 (NOT A PART) 1 BLOCK 3 1,830 0.04 APN: R5443010239 (NOT A PART) 1 BLOCK 2 1,830 0.04 I � \ \ 21 BLOCK 1 1,064 0.02 \ \ \ \ I 48 BLOCK 1 18,113 0.42 C V I 32 25' S4 ` ` S. V V�LL\ m I NOTE: SEE SHEET 05 `� O F FOR CURVE TABLE I 5702 SQ FT I �\ \ ST 02 0 0.13 ACRES n I 4S \` R-8 SETBACK INFORMATION: a FRONT SETBACK: 4,5 86S' _ _ TO GARAGE: 20' U 106 I O� 34 / / \ 45, T \ ` ♦` ` ~ TO LIVING SPACE: 10' o REAR: 12' o 33 it 4734 SQ FT /" _ � SECTION LINE INTERIOR SIDE: 5' I 31 2514 SQ FT 0.11 ACRES / 35 / l / ` 45\7?8• \ \ \ ``� `� R-15 SETBACK INFORMATION: w 0.06 ACRES ~ I .12 C FT 4647 SQ FT / S1 ZONE AE FRONT SETBACK: o 0.12 ACRES I 0.11 ACRES o / 45' �9'0 N89°59'53"E TO GARAGE: 20' I ^4725 Q FT / / ` \ 4 , \ 802 39�w 2606.6'�I REAR:TO LIVING SPACE: 12' a 1 6 - _ I / 0.11 ACRES 37 / S \ INTERIOR SIDE: 3' 25 4725 SQ FT Z-) ROW 0.11 ACRES 3$ 30 18' I I 5 5069 SQ FT C21 C22 4725 SQ FTu� l C23 21� 0.11 ACRES 39 / 45 \ 419' g/C 0.12 ACRES i 45, 4725 SQ FT irk l 4 C20 0.11 ACRES 40 / 1 EOF�- ��°36,26„E / , -' O 96' i 4S 4725 SQ FT 1 824.9 I / / 0.11 ACRES 41 / I 1 l 0 45, / 4725 SQ FT I� 29 1 C19 / 0.11 ACRES 42 S80°09 03 E I 5071 SQ FT ,�, ` S', y�C 45, / 4725 SQ FT o 1 1 / \ \ I 0.12 ACRES I 1 `L � 0.11 ACRES 43 1 1 312.2' _ I 86' RyS\ 5 4725 SQ FT o ' / �j, z - C18 \ \ / / 0.11 ACRES 44, / / Q 705' - - 1 6 4`' � / 1 0125 SQ FT o 45 0 1 LO 5840 SQ FT 8 / / LO I I - 1 4725 SQ FT / 5' 36' 1 5' � N 1 S9°50'25:'OW I 28 S/w 33' 0.13 ACRES 6 ` 4\, \ / 1 / 1 / 0.11 ACRES 46 / S/W B/C S/W o N I 5250 SQ FT g/C 5' \ 45 I 1 4725 SQ FT I 1 z a) 0.12 ACRES I S/►/t/ _ - 105' 7 ^ / o Q .5 o I I _ _ I 5629 SQ FT n, V 1 / 0.11 ACRES 47 00 � �? U _ 47' M m, \5' 1 / 4725 SQ FT o 50' o G I _ 1 _ _ R/W I" �I 0.13 ACRES " I / CD 0.11 ACRES 48 c 18113 SQ FT EX. R/W _j �' Cl) 0 1 ti� 1 45 / 01 02 o I co rJ _ - N 8g° / 0.42 ACRES ■ Y 27 6300 SQ FT _ 4S' / I °' 105' m I N O .N I 5250 SQ FT o I 0.14 ACRES b) N 5 �' 1 , o m° 0.12 ACRES ILIJ d-I 8 5600 SQ FT 86, I - 105' 1' I 5250 SQ FT o I I 0.13 ACRES ' \ ` _ 27' N BLOCK 4 - _ I _ - 0.12 ACRES I 1 C3 I 05 p a _ 5' I I I - _ 105' p o I- BLOCK 3 _ S� 33' _ _ I I p_ I I 70599 SQ FT z 3 I 26 Q 4 105' - - B/C 5' 6 - - J 1 1.62 ACRES LL► W I 5250 SQ FT I 6300 SQ FT 47' S/w 7540 SQ FT- 0 17 ACRES 1 ;�I �6 1 W 1 10 EXISTING WAVERLY _ 0.12 ACRES I LU I 0.14 ACRES °�I R/w 4 1 > MULTI-USE PATH LO PLACE SUBDIVISION U p � _ _ 1 "'I 9 I 6300 SQ FT I j !j I - - 1- _ - _ 27' Q O o CO _ _ 6300 SQ FT I 05 _ C4 p (NOT A PART) I 105' _ I _ 105, 0 0.14 ACRES _ _ 0.14 ACRES oI j I _ - _I I I ��' W m Q ' I 25 1' I I - 1� _ N 105 I 2 I w 1 c= LLI I 5250 SQ FT �o I Io 10-5' _ _ I I - I I 5822 SQ FT (D 1 W LU Q Y 0.12 ACRES I 3 I I m BLOCK 2 7 1 LLI , I W Lu p 6300 SQ FT ( b 6300 SQ FT 1 a i 0.13 ACRES W SO°01'21"E � I I 0.14 ACRES I 10 Q 3 K'I 0.14 ACRES 1 (0 L►j I - _LL - - - - W = Q z 105' _ - �I 5250 SQ FT 6300 SQ FT I 1p5' _ _ = 773.7' Z z Q 105' 0.12 ACRES uoj LL1 0.14 ACRES I� _ I I ♦` Q J ~ _ - 3 l o _ _ I I _ 1 47 0 ��♦ w = CC p co 24 I A _ _ 1 °� 105' - _ co C) G - I 05 N 3 I 0 147ACRES I" I 9' 1 p5' 02 I I _ - '� gQ 5' 6291 SQ FT I `� J Q Q J L U E I I S/w 0.14 ACRES I ♦ 10, LL �J 2 8' I � 2 I t I C17 7161 SQ FT o 1 1 N `n 2 I 70878SQ FT I _ MULTI-USE PATH W 6289 SQ FT d I I^ 1 LO♦ \ p 9g: / / I 0.16 ACRES 5910 SQ FT W 0.16 ACRES l _ o0 I 0.14 ACRES 0.14 ACRES `r ` C5 105 - 18907 SQ FT N ♦♦ 1 0.43 ACRES I� 23 I I C16 ,, ' 97' - - 97'�n I �`��, 97'- - - - 97' �h I 5796 SQ FT - - 173'- 1830 SQ FT- - _ N�� �� 173' - 1830 SQ FT_ - - �N� i/ I C6 6001 SQ FT `♦♦ iN I a N I 0.13 ACRES C15 \ 0.04 ACRES 0.04 ACRES _ - 0.14 ACRES 1 � I o U) 8 108 -� - - _� �_� _ S. FIDDLE ST. - - o - 96' 22 C14 '� M m- J- - C7 - - - o a � U c0c t3o 31-63 -SQ FT --- C11 _ - - - - - - - - 5C10 3632 S Q FT ACRES C12 C9 C8 0.08 ACRES � ° APN R5443010202 � 0° ' ' 6060' Y_ 60 50' 60' 36' z�o 10 59' 50 23' 20' 50' 60' 60 U U� W C/): 00 o' 2- 21 0p- 0 N I I 1064 SQ FT I o a 0.02 ACRES I I BLOCK 1 I I I I I I z I o > o J Y 20 Ln 19 18 17 Ln 16 15 14 Ln 13 Lo 12 Ln 11 Lo 10 I o 9 8 7 6 I MULTI-USE PATH I C } 0 7061 SQ FT 5250 SQ FT 6047 SQ FT I 5154 SQ FT 5250 SQ FT o 6300 SQ FT o 6300 SQ FT 6300 SQ FT 5250 SQ FT o 6300 SQ FT 5225 SQ FT o 5797 SQ FT 6252 SQ FT 6298 SQ FT o 5287 SQ FT o a T I 0.16 ACRES 0.12 ACRES 0.14 ACRES I °' 0.12 ACRES 0.12 ACRES 0.14 ACRES 0.14 ACRES 0.14 ACRES 0.12 ACRES 0.14 ACRES 0.12 ACRES I 0.13 ACRES 0.14 ACRES 0.14 ACRES 0.12 ACRES• i 14 ' w rn Q o z I co' �I o I I I I I I I I I I I I I I 30' ACCESS Z z z / SSWR ESMT _ z U Q i U Q U ' I ' > W W W Q " E 10' 76' 50' J J o �- 0 60 50 60 50' 60 60 60 51' v v0 2 a0 SO°26 50»W N N NO°23'48"E / 135' / 795.6' SEAL Z) o z 2657.1' I EXISTING PROPERTY LINEPRELIMINARY / w SNORTING BULL POINT OF BEGINNING / FOR REVIEW ONLY a SUBDIVISION NO. 2 C j SECTION 17 / NOT FOR CO w (NOT A PART) / / CONSTRUCTION M w ZONE X ZONE AE KimleyA Horn a ' Kimley-Horn and Associates,Inc. o O t v j 3 CAUTION: NOTICE TO CONTRACTOR U GRAPHIC SCALE IN FEET SHEET NO. N o THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , O 20 40 80 3: m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES ' ch Y E AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED O 04 o ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION z ° w a CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE o C UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING owwhaft below 04 of 11 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dlg I♦ ` COMMON LOT AREA TABLE ♦♦ ` LOT# BLOCK# LOT AREA (SF) LOT AREA (AC) ♦ ` 1 BLOCK 4 70,599 1.62 ♦ ` 1 BLOCK 5 14,583 0.33 ♦` ` �� CURVE TABLE CURVE RADIUS LENGTH CHORD BEARING CHORD DELTA TANGENT ♦` �` ♦` 02 345' C1 13.00' 22.00' S31039'57"E 19.47' 96'58'11" 14.69' zz ♦` � ♦ ` E C2 157.00' 52.65' S7°12'41"W 52.41' 19°12'55" 26.58' U` ♦♦ ` 02 C'� Ir C3 76.50' 22.41' N8°25'39"E 22.33' 16°46'59" 11.28' o `�` `�` ♦♦ zo S S'T O co 81_ _ - C4 123.50' 36.18' N8025'39"E 36.05' 16046'59" 18.22' _ is) _ H �� ♦♦ ` S �EL N 30 3p, 1 C5 19.00, 10.50' N84001'08"E 10.37' 31°39'39" 5.39' o `� ♦ _ 30 3p' ;s, I I C6 57.00' 43.27' N89°56'01"E 42.23' 43°29'27" 22.74' ro 11 21 2894 SQ FT C7 57.00 31.83 S52 19 21 E 31.42 31 59 49 16.34 ♦ � ♦ � C, V�� 4 0.07 ACRES I I I � ♦ ��� �,s 2894 SQ FT C8 57.00' 63.44' S4026'25"E 60.21' 63046'03" 35.46' ♦ S9°36'2 E�` I 6 0.07 ACRES, 1 1 °� I I I 00 ♦ 824 `- - - I 2936 SQ FT 1 rn I °' I I I z C9 57.00' 4.59' S29045'02"W 4.59' 4°36'51" 2.30' _ ♦� `- 0.07 ACRES- I 3 ♦ ♦ 1 91 I I 1- 1 rn 1 rn 2894 SQ FT I I C10 19.00, 10.50' S16°13'38"W 10.37' 31039'39" 5.39' ♦ 6 1 o 9 I 1 I 7 1 rn S I 0.07 ACRES I C11 26.00' 11.88' S12°41'35"E 11.78' 26010'47" 6.05' O 2730 SQ FT 2894 SQ FT ♦` REGULATORY I 0.06 ACRES I I 2887 SQ FT 0.07 ACRES I I 91 0.07 ACRES I I I C12 57.00' 19.16' S16°09'10"E 19.07' 19015'37" 9.67' FLOODWAY 1 1 ' I I _ 30 I ♦♦ 1 ' 0 8 I _ 3p, I I 10' C13 57.00' 38.44' S12°47'51"W 37.72' 38038'25" 19.98' W I 2730 SQ FT 30 20' I ♦ W 1 1 STBK C14 57.00' 33.77' S49°05'28"W 33.28' 33°56'50" 17.40' ? 1 0.06 ACRES � I 30 STBK � I I � ♦ LU (� 1 91 30' 31 I I C15 57.00' 51.38' N88°06'43"W 49.66' 51°38'48" 27.58' �♦ w 1 0 7 I p 1 I I N I �oF LO J 2730 SQ FT 14583 SQ FT 00 I 14 I C16 5800 .48' 8.27' N58°07'48"W 8.27' 8°06'26" 4.14' W00 ' 0.06 ACRES I Q o 0.33 ACRES 1 I 29323 SQ FT I ROW a O 1 N BLOCK 5 0.67 ACRES I C17 26.00' 11.88' N67°03'39"W 11.78' 26°10'47" 6.05' Z a N W 1 ' I C'1 I I a w ' a) > 1 91 W I 5'I 18' C18 26.00' 12.16' S86°27'19"W 12.05' 26'47'17" 6.19' o n N _ 2 o 1 I S/W B/C C19 57.00' 25.65' S85°57'17"W 25.44' 25'47'14" 13.05' w � 1 I o W _ _ _ _ _ _ I 00 2730 SQ FT I 30' 30' 30' 30' 30' 30' I 0 co I J 1 1 ' I C20 57.00' 34.64' N63°44'38"W 34.11' 34°48'55" 17.87' L a 1 0.06 ACRE A I p I I Y 1 1 91' �2 ' 8 10 12 I 02 C21 51.56' 33.03' N29°47'27"W 32.46' 36°42'09" 17.10' N g .� 0 1 0 47 2775 SQ FT 2772 SQ FT o m rj 2748 SQ FT I I ° ° 1 se 1 ' r0 ROW 0.06 ACRES 0.06 ACRES C22 56.85 43.09 N8 24 39 E 42.07 43 26 01 22.64 2730 SQ FT 0.06 ACRES I I 70599 SQ FT � I I I Y 1 1 0.06 ACRES 5' 33' 5' ° ° 1.62 ACRES - - n n N N I I C23 57.00 13.47 N36 5013E 13.44 13 32 26 6.77 j BLOCK 4 1 91' siw Bic I �w �1 �1 �1 �1 �1 �1 I I I I ° ° , 4 I I I 9 I I 11 I I 13 I I I I C24 26.00 12.16 N30 12 47 E 12.05 26 4717 6.19 z 1 I 2730 SQ FT 2784 SQ FT 2760 SQ FT 2736 SQ FT I C25 20.00' 35.28' S40055'37"W 30.88' 101°03'46" 24.29' 0_ 0.06 ACRE I 1; g 0.06 ACRES 0.06 ACRES 0.06 ACRES C " I - 91 �� 02 _ i C26 20.00' 10.54' S24042'20"E 10.42' 30011'48" 5.40' y 1pp, 1 3 I 17' 30' 30' 30' 30' 30' 02 84, - W 1 NM�o MT. 1 I 2730 SQ FT I \\C29 - - - - - - - - �' C27 20.00 17.26 S64 31 59 E 16.73 49 27 30 9.21 0 a � 0.06 ACRES -j W 1 1 �� 91, .__I C28 20.00 17.26 N66 00 31 E 16.73 49 27 30 9.21' ' ° ' " ' ° ' " ' J = I _ � � I w 0 G7 1 1 01 2 O -CO, m- - - - C29 20.00 14.42 N203742E 14.11 411807 7.54 _ w 1 1 I �' 2730 SQ FT S. LONGITUDE DR. W Q Y LU 1 1L C30 20.00' 31.15' N44°38'32"W 28.10' 89°14'23" 19.74' W 0 0.06 ACRES \\ 1 ° ° N _ LL LLI - Q z - - -- - j � - - - - - - - C31 20.00 35.03 S40 33 55 W 30.72 100 20 42 23.98 = 1 _ 0 361 91, � :� and z 1 1 LO z Q 3 = 1 1 PROPERTY LINE So° 11'21"E 1 1 I 773.7 E Q 1 1 I 0 J w U 1 1 o LL. W 2 1 ' W U N d 1 I o / 1 J N 1 N / I R-8 SETBACK INFORMATION: 0 3 / APN: R5443010204 I GRAPHIC SCALE IN FEET FRONT SETBACK: / (NOT A PART) I TO GARAGE: 20' 0 20 40 80 = m 3 TO LIVING SPACE: 10, 00 REAR: 12' 1-- 5.: LU o / / INTERIOR SIDE: 5' z Y z o o / / R-15 SETBACK INFORMATION: p Q w C0 a / / FRONT SETBACK: o p U 0 y a / / / I TO GARAGE: 20' o a Q TO LIVING SPACE: 10' , ° / / / REAR: 12' 0-10 a y / / I INTERIOR SIDE: 3' U o o � o Q o Ch ? / / W 0 O j Q Q LLJ / / z z z Z_ U Q N � / / / / Q O Q Q ° CCD CCD °n � � SEAL Z) o dPRELIMINARY w FOR REVIEW ONLY CO� a ' � NOT FOR J y / CONSTRUCTION a Kimley*Horn M I / Kimley-Horn and Associates,Inc. o O t v j 3 CAUTION: NOTICE TO CONTRACTOR C SHEET NO. N OI o THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES Y O ch AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED o ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION ° w a CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE o C UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING owwhan below 05 QF 11 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig APN: R5443010080 TIE INTO EXISTING (NOT A PART) 12"WATER LINE 0 EX. 12" SEWER LINE APN: R5443010239 1 - (NOT A PART) 1 I UT/ E / ts S � PROP. 12" L 1 I 32 I MT \� ` S'T WATER LINE CO EX. 12" WATER LINE � I - 133 I ` m 34 �s 35 »T � \ 36 I 31 1 I SSMH 5 37 1 RIM: 2645.40 \ ' _ _ I MH COVER:11.2 38 EX SSMH 016-06 I a INV IN: 2633.66 / RIM: 2632.06 1 ROW 20 \ INV OUT: 2633.56 / BLOCK 1 39 / \ \ S MH COVER:19.1 �I 1 PROP. FIRE HYDRANT 40 INV OUT: 2612.27/ \ 18' �' I 30 419 5 \ B/c 1 Si - 8„W l / 41 // S EO 1 00 � 0S • H/CK� 42 / / � 4 / / SSMH 4 / \ mr RIM: 2634.43 43 8„� MH COVER:7.3 29 g'SS ` INV IN: 2626.53 44 / \ - INV IN: � U 1 1 41 LF OF ° \ \ ` INV OUT62626 43 / ` I EX. WATER LINE 1 8 PVC @ 0.60/o 45 \ 8"w \ \ l� � PROP. FIRE HYDRANT Q SSMH 6 234 LF OF 8 SS ` / 46 LO 1 1 RIM: 2645.83 8" PVC @ 3.00% / / / o) 00 I MH COVER:11.3 s 47 Q o N p 1 2$ 5' 1 INV IN: 2634.00 6 \ \ „� PROP. FIRE HYDRANT / / 48 5' I 5' Z N \ Q ; 00 SSMH 3 S/W 36' S/W Z U) o S/►/� cli 33'� INV OUT: 2633.90 I 8"SS d^ � / RIM: 2629.32 3 33 5' - O\ B/C o a) I = a) o 7 c+Mj �. MH COVER:6.1 COMMON 50 w rl- o CO 47' 1 50 LF OF 8„ INV IN: 2622.64 LOT } = m 8" PVC @ 0.60% ;, w INV IN: 2622.64 EX. ROW 0 SSMH 11 SS \ INV OUT: 2622.54 / N I 27 1 00 5 RIM: 2634.35 / \ 81, ` O m° c 1 I MH COVER:6.9 w 76 LF OF INV IN: 2626.93 5 253 LF OF "S 8" PVC @ 4.98% I INV OUT: 2626.83 8 47 I 8" PVC @ 1.50% 117 LF OF ° TIE INTO EXISTING SEWER 1 ROW - - 8 PVC @ 4.98/o 1 - - 5 _ _ I I 6 1 _ _ -1 33 1 5' 1 8� z W ► I 26 �, 1 BLOCK 3 c S/W �� ss s 10, o BLOCK 1 3 1 1 4 I Lu ~ U) 1 10' 6 1� _ _ \ -- > MULTI-USE PATH w > _ I 1-o 4 LLi 1 � _ ` - - � Q = 0 Z EXISTING WAVERLY I Q �1 � 313 LF OF - _ 9 1 3 6' I� - - _ 1 Q SSMH 2 U) m Q PLACE SUBDIVISION ' I 1 8" PVC @ 0.60% _ 1 ro _ _ _ 2 RIM: 2628.40 W J O a - _ MH COVER:11.1 z � LL _ (NOT A PART) Lu I 25 i 1 _ _ 1 � 1 207 LF OF - 1 INV IN: 2616.72 I Lu w LJ (D Q = 1 I Q 8" PVC @ 0.60% (�� INV OUT: 2616.62 LLI EX. SSMH - 1 3 I O i 7 �� 1_ - - RIM: 2628.91 W - - - - z Z 0 iJ LLI m 3 1 1 - - MH COVER:16.3 U - z 1 PROP. FIRE HYDRANT I _ - 10 O _ _ I 1 INV IN. 2611.99 < � w Q EX. 8" SEWER LINE I 1 _ _ _ _ 1 BLOCK 2 _ 236 LF OF INV IN: 2612.82 w Q ' I 24 3 / - _ 1 LLI 1 - ROW 8" PVC @ 0.45% INV OUT: 2611.99 I o w 1 / SSMH 12 5 I 3 I O Z W RIM: 2634.02 S/W 5'B/C I LL MH COVER:5.2 1 I SSMH 7 3 INV OUT: 2628.17 � S/W- _ W Z RIM: 2642.07 2 11 °o 2 I $ `10' 1 - _ BLOCK 1 w I MH COVER:5.5 I COMMON INV OUT: 2635.88 PROP. BOLLARDS / � / I PROP. FIRE HYDRANT EMERGENCY ACCESS ONLY I 23 - - 1 - - - - - - �_ - 6' I LOT Q loe1 / zo 4 Cp EX. SSMH - - - - -� I �W - o -8 W-b �_ch - 8"W 8»W 8»W-o 1 J S. FIDDLE ST. - - - - - - 0 22 ` s 8„SS 8,� 0 M m 8, _S 8,>SS - 8„SS - s 0 0 / o ♦ 5 _ „ APN: R5443010202 } - - - - -- - --� � - - - - - - - - - - - - - - - - - - - - - - - - co (NOT APART) co o 0 1 SSMH 10 254 LF OF - U) SSMH 9 254 LF OF - i SSMH 8 1 S z Y z �n " ° _ 3 U U 1 RIM: 2641.33 8" PVC @ 2.50% RIM: 2633.71 8 PVC a@ 1.00% RIM: 2631.15 MULTI USE PATH C7 Q w U) I I MH COVER:6.7 =W w MH COVER:7.9 I I I INV IN: 2626.44 I I I MH COVER:6.8 I 14' EX. SSMH 016-11 o U 0 I I INV OUT: 2632.79 I I I I INV OUT: 2626.34 I I I INV IN: 2623.80 CD ACCESS RIM: 2628.84 0 INV OUT: 2623.70 I I 0 MH COVER:16.6 0 IN 21 20 19 18 I 17 16 15 14 13 12 11 10 9 8 7 6 I INV IN: 2611.55 w g INV OUT: 2611.55 1 I I I 30' M 1 ' I SSWR ESMT w rn o Q I EXISTING SEWER MAIN z z z TO REMAIN IN PLACE. z U = Q O Q Q RR IRR GIRR GIRR GIRR GIR PIRI 37R R RH_ - - / SEAL EX. SSMH 016-12 / � EXISTING RIM: 2630.07 / PRELIMINARY N MH COVER:18.1 FOR REVIEW ONLY SNORTING BULL INV IN: 2611.39 NOT FOR SUBDIVISION NO. 2 INV OUT: 2611.29 / CONSTRUCTION co L (NOT A PART) ; Kimley)O Horn / Kimley-Horn and Associates,Inc. CAUTION: NOTICE TO CONTRACTOR , GRAPHIC SCALE IN FEET SHEET NO. 0 20 40 80 THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES fi' z O AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING ow what's below. UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig 06 OF 11 i i i i ♦ EX. 12"WATER LINE ♦ EX. DOMESTIC WATER MH ♦ TIE INTO EXISTING SEWER 345' — — 1 12"W S — S. WE��S --T - PROP. FIRE HYDRANT PROP. 12 WATER LINE __— � I 12 W SSMH 13 ---- — — 1 ♦ — RIM: 2639.57 _ — —EX. 8" SEWER LINE ♦ 419 12 — — MH COVER:7.6 a 28 LF OF I INV IN: 2631.33 I I ♦ — — 8" PVC @ 0.40% / I I 2 I I I — 8 SS —(PROP. FIRE HYDRANT I I 3 — _ - - - — �� SSMH 14 ( I I 5 I 4 I I I I 9 RIM: 2639.95 I 7 6 M I I I O H COVER:7.8 I I I I — — INV IN: 2631.54 1 — — INV OUT: 2631.44 1 i t mr 21j� 1 8 I I 14 I I N Z FC I I W 7 I 00 � I 1 I I I I o L, OlIf COMMON LOT I I 25, U) N `Y Q N 5' - - 0 7 BLOCK 5 I I I Row Z � N Q := o 5' 18' 0 0 266 LF OF I S/W B/C ° o 1 I LLI 8" PVC @ 0.40% w "6 Uj M o COMMON LOT — — 1 ■ N co BLOCK 4 5 I 1 p I 47' I I I I I I I i I U EX. 12" WATER LINE - - i"R OW 1 1 8 I 9 I 10 I 11 I 12 13 I 1 1 w I 4 I 1 I 1 11 LLJ> I Z = I 5' 3321 5' I PROP. FIRE HYDRANT I 1 > O 07 S/W B/C S/W W — — � L —/ CD (o �p0, 3 I _ S. LONGITIJDE DR. TIE INTO EXISTING Z zMID ESMT — — I -%' � 12"WATER LINE m Q J 8„ , m 81)W 10 J � 2 N 8" S LO 0— 6 U 8„SS N = W � 0 o m 206 LF OF SSMH 16 RIMSSM9_17 8" PVC @ 0.60% RIM: 2644.51 W Q MH COVER:9.3 MH COVER:9.9 � � INV IN: 2632.71 INV OUT: 2633.95 1 � 7W — INV OUT: 2632.61 1 7 Uj O _ W 7 I W I ~ GRAPHIC SCALE IN FEET ~ 0 20 40 80 Q = J H O z APN: R5443010204 I o (NOT A PART) I m o 0 m w Z Y z 0 0 U 0 I O O O o 1 a O w CD O w O c'M wji O O z o Z Z z 0 _ w w w 1 Q o Q Q 0 d C/) L7 - - — — SEAL PRELIMINARY FOR REVIEW ONLY / NOT FOR / CONSTRUCTION KimleyA Horn Kimley-Horn and Associates,Inc. CAUTION: NOTICE TO CONTRACTOR SHEET NO. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES O AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING owwhan below UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you d1g 07 OF 11 S. HICKORY ST. 2648 2648 J 2644 00 00 2644 00 00 r) r cri rn LO HMO cp N ^ V) Ln � N N N 2640 ;^ C/) J z + M N N 2640 O _ 00 J Z O 00 COD 00 O LO `J 00 CO 00 00 LO Q Z Z O / � > > > C14 CY) a? O . c . N (n (nFh Z Z Z / 2636 0 — °' N � r, (6 NrNN N t° _ - - - - LU 2636 00cD N 6;1- — O + NN N N - - - - - CJ + N N N 00 C6 cO N ro N cp = oNz z o NONN _ `Vz z o EX. GRADE C� - - - - - - - - - 0 2632 � < " > > _ •• Z O N < � z z z ROADWAY � - - - - - - - - 2632 cn F- _ z z z Q > > cn cn _ — — cncnFh — — cn < - - - O � � Fy z z _ _ - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - Lu 2628 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - U) 2628 LLI > o Q FZ_ co O J U 2624 L) 2624 � > 2620 00 2620 2616 2616 O mr 2612 O 2612 U 2610 2610 Ui u, 0^¢ 9+75 10+00 11+00 12+00 13+00 14+00 15+00 15+50 U oco co co Cn co Q S. HICKORY ST. E PEGRAM AVE. ( N z U) o I� 2644 2644 ° 2 o } m 00 2656 ? �i 2656 z 0 _ 00 6 Oo O o "oo c^ N po o C° 00 � o °' 2640 0 o0 0 z 2640 N o 0 co o r�i co o o �, o m 00 Lq 2652 m � M N C° °�° � N 2652 rn � °° °° OO �jcfl + � N N (0 � Lq cfl c0 CO N + Cfl .. CO �� N � N C 00 + N 2636� NZ 2636 N N O z N � Q > > = Z O r+ C N N N Z 2648 U) F— z U) U � z z 2648 < > > M N � ~ O cncno' _ _ cncn � z z = c" zz o (n _ - - - - - - - - - 2632 EX. GRADE ® NNE > > > 2632 � � ~ z z z Z - - - - 1 - -n - - - - - - - - - ROADWAY I0 2644 p� _ - - - 2644 - - - - - J 10_ _ - - - - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --11— — — — — — — — — — — — — 0 0 — — — — — 2628 0o w 2628 � 0 _ _ _ - - - > LLJ Ur Q _ (o O o' 2640 LLI — "? `'-I 2640 o > L U W_ > coo Z O —n LLI 2624 Q 2624 GRAPHIC SCALE IN FEET [)J/ Q Z 0 10 20 40 w — 2636 = 2636 0 LIJ 0 V HORIZONTAL Z LLJ � a Q 2620 2620 10 0 2632 2632 Lu Z 41 LF OF w 8" PVC @ 0.60% 2616 2616 Q U 2628 2628 9+75 10+00 11+00 12+00 12+75 w 5 > Q 2.5 E. DOBRO AVE. 2624 2624 0 2648 2648 CO } m Ld o w m o w LU 2620 2620 � �, o �= o = z Y z 2644 o - o0 - - 00 2644 U 15+50 16+00 17+00 17+50 0 w U) � 00 � ao � � ao 00 � r7 C� 0 0 U 0 On 0) Cp N U-) LOcfl CDN Mrn (6 N o O (6 N O N � 4r) N � N N N o 0 2640 � '1 + M N N + re) N N 2640 w o N + � � RCN � Mcfl co o Oc� N Z � Nz Z Z 0_ = NZO _ z O 2 - - O Ili m o � a EX. GRADE © can Q � > > � � >> > cn > cn cn z z cn (n z z z z z° - 2636 cn cn Z ROADWAY 2636 z v = - - - - - - - - - - - - - - - - - - - - - - - w w w - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — — — — — — — — — — — — — — — Q O Q Q 0 0_ U) U) 2632 w 2632 L.SEAL N > N W r6 O r--� O PRELIMINARY U FOR REVIEW ONLY 2628 2628 NOT FOR CONSTRUCTION KimleyA Horn 2624 2624 Kimley-Horn and Associates,Inc. CAUTION: NOTICE TO CONTRACTOR SHEET NO. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES , 2620 2620 O AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE 10+25 1 1+00 12+00 13+00 13+50 UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING owwhays below. 08 of 11 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig E. GENTRY AVE. 2644 2644 rn 2640 O N ^^ ~ ^z 2640 I � N w z w 00NN 0 co O 00 20 (0 r —N �? � Lq (/) AND O 00 I O U) 2636 cn ,, 00 c i C° � � - 2636 Q > (6 60 X , ppcON N d � + NN � n + N N - - (0 - O H = rNz Z O U) C14 O 2632 N < � > > > Q > > 2632 - - - - - -_ _ Cn � Fyz z z EX. GRADE ® x1-- z ROADWAY � 2628 - - - - - - - — - - - - - - - - - - - - - - — — — — — — — — — — — — — — — — - - - - - - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 2628 2624 2624 � > 2620 2620 Q 2616 2616 2612 171 LF OF 18" PVC ® 0.16% 269 LF OF 18" PVC ® 0.16% 2612 O mr 2608 _ 2608 Z 9+75 10+00 11+00 12+00 13+00 14+00 14+75 /� w Q o co co co E. HARP AVE. Q p N r Z N N Y Q 00 z U) o w o 6 V) ^^ _ N o 2656 0 z 2656 W ° 00 0 � F O 00 (6 00 O O Y Ld 0 Cfl Ln N C) .Q) N Cn Cfl M u O 1-0 2652 0 00 � 00 CO N M 2652 m c0 00 � MNz j � M ( N (6 N z °' ISM � a _ .. — o � oN cnF— � z z � Q > > Z 2648 MN U' U' 0' — U) � � z z 2648 + � O I\ o (0 � (n = O - - - - - - - - - N > EX. GRADE @ - - - - - - - - - - - - - - - - - - - - - - - - — >2644 U' U' F zz ROADWAY _ _ - - - - - - 2644 0 z a _ - - - - - - - - - - - - - - - - - - - - O 2640 w > 2640 W (D Brio � � z 2636 2636 LJJ w 0 0 O z w 2632 41 LF OF 2632 LL LJ.1 z 8" PVC ® 0.60% 2630 2630 � w 10+25 11+00 12+00 13+00 14+00 14+25 � GRAPHIC SCALE IN FEET Q 0 10 20 40 J HORIZONTAL 10 m CO co o J W W z H 5 Q W U) Uj LU 0 U 0 > o 2.5 0 d o w O O o 0 co Cl) W O O Q ,ItLO z O = Z _ Z U W w w Q O Q Q 0 U) U) SEAL PRELIMINARY FOR REVIEW ONLY NOT FOR CONSTRUCTION KimleyA Horn Kimley-Horn and Associates,Inc. CAUTION: NOTICE TO CONTRACTOR SHEET NO. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES O AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING owwhays below. 09 of 11 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig S. FIDDLE ST. 2652 2652 o 00 O rn � N 2648 M N 2648 0 o + 11 L ^ No Cn = .. �. Q .. 2644 0 z 2644 0 co U) w co 00 cD _ _ - - - - O 00 0. — co N EX. GRADE ® _ o � 2640 � o o � � c N ROADWAY - - - - - - - - - - - - 2640 Mon _ 4 NN N� N� O O > > - - - _ > 2636 co + o mN nno- 0 2636 z o _ _ _ - - - U) U) Fy z z EX. GRADE @ _ _ _ - - - - - - - - - - - � — — 2632 ROADWAY - - - - - - - - - - - - - - - - - - - 2632 2628 r' > 2628 Q 00 U 2624 0 2624 O 2620 2620 mr 9+75 10+00 11+00 12+00 13+00 14+00 15+00 15+25 z vi E. EQUATOR DR. �o co co co Q o N w ' (n ) J Z Y N Qco CD 2652 ^ o - 00 2652 � �' _ `n oo o 2 o J JO z a0 N w o Cl) O 00 O r, N M - m O O O _ � 00 N Yco 2648 0 + N 2648 0 O � NNZ Z N O 0 n OOrO _ � — O + � N + rON N U) 1-- Z r0 (p V) V) Fh — � o (D � NZ N z =2644 0 2644 EX. GRADE C� � a > > _ _ - - - - - - - - - - - - z � � � > V) 1-- � z ? ROADWAY - - - Z 11 2640 - - - - - - - - - - - - - - - - - - - 2640 U) Q z � Q 2636 > 2636 r- o W Q W ID z 2632 2632 = Z Q 28 LF OF Uj W _ 2628 8 PVC C� 0.40% 2628 z LU 0 (_I� W 9+75 10+00 11+00 12+00 13+00 13+25 u— v W z W S. LONGITUDE DR. D 2656 z 2656 GRAPHIC SCALE IN FEET Q o' 0 10 20 40 J �. 0 00 o rn HORIZONTAL 2652 U) - o0 r`' 2652 10 _ 00 '7 � 0 �_ cfl O L) N � M O + > co � N (D � Nc� � CO U-) n N — N Z m 0 Ji 2648 U-) + � N _ O 2648 Q Z Y Z oc0 > U U _ N z 0 EX. GRADE © cn cn o' z w 5 0 o v o � a > > N N F z z ROADWAY > o 2644 - - - - - - - - - - - - - - - - 2644 2.5 C o - - - - - - - - - - - - - - W O — - - - - - - - - - - - - - - - - - - - - o co W O ,It LO O 2640 w 2640 z z0 � rn 0 Z U Nbi U W W W o� O Q O Q Q 2636 2636 0 a_ U) U) SEAL PRELIMINARY 2632 2632 FOR REVIEW ONLY 10+00 11+00 12+00 12+25 NOT FOR NOT Kimley>>>Horn Kimley-Horn and Associates,Inc. CAUTION: NOTICE TO CONTRACTOR SHEET NO. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES w 0 AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED I ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING owwhays below. 10 of 11 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig PHASING DATA PHASE # SFR BUILDABLE LOTS 1 59 2 20 TOTAL 79 z 0 n a U Uj w 0 Uj a 0 APN: R5443010080 I Q \ \ APN: R5443010170 O APN: R5443010160 \ \ \ S APN: R5443010239 `� z Ui co co W = _ _ � _ I o \ \ S. W N —7 _ CD J 000 / \ Y '0' \ C \ \ 0 \KORyS l l `♦ PHASE LINE w I �� 1 O I Z IN Q I O 0 1 U I wpI —F T I I >Lu z w y 0 i y " _ I D0m O cf) alij W � 0 _ � _ z N I I I I I I 1 s _ 1 Sul I I / W l - - - - - — .� Z Q _ 1 ILLi � w � 0 I — S. LONGITUDE DR. W 1 I N pl I -- IL I _ W 0 1 �� - _ L l I p I I p U 1 I I I I ~ I �� I I I I `� 1 � I ► Q ° I 1000, N I I R5443010204 I Q N —A S. FIDDLE ST. I } 3 00 U I LU 000, Z Y Z o 1 I I I I I APN: R5443010202 I o o o I CL d a I I U U I d O a Y LI- 0 Q o / •• Ch — — — — — — — — — — j Q LLJ J / / z 0 z N z a 0 _ o z Z U Q w a 9EXISTING SNORTING BULL / / a o Q Q 0 oo SUBDIVISION NO. 2 / GRAPHIC SCALE IN FEET a .. Z d / / 0 30 60 120 SEAL = Z) 0 / / PRELIMINARY o / O Uj z FOR REVIEW ONLY � a CO � NOT FOR CONSTRUCTION N Kim eym Horn c M o Kimley-Horn and Associates,Inc. C U Q) N N t v j 3 CAUTION: NOTICE TO CONTRACTOR SHEET NO. N OI o THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES ch -'2E AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED I I o ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION ° w a CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE o C UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING owwhan below 11 OF 11 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig