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HomeMy WebLinkAboutPre-plat (2) 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 2026 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 ELLS 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 M j 3 CAUTION: NOTICE TO CONTRACTOR SHEET NO. U ° THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , o m o UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES 0 1 r 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. R/W 66' PROP. R/W 25' PROP. R/W I 33' I I 36' I 18.0' VARIES B/CB/CI B/C EX. EOP 5' I 5' I �10' 8' 8' I 5' I ' S/W S/W I S/W L/S L/S I S/W 5 I S 2% 2%m- 2% 2%_ 2% 5' 7' 11=17' -1 5' I- 11= =1 I I- III-III-III-I 11-1 -1 - 11=1 I I I I 1= "=1 11=1 11=1 1=1 1=1 11=1 I' -III TYP. TYP. I_I -III-III-I11= TYP. = I- TYP. '--; i-i I I1=1I1=1I1=1I1=1I1- 1= 11=1 11= -III-III-I I 1=141m,=11I- 1 l Ell -III-I I I-, -I 1 =, , 1=1 1=1 1=1 -I 11=1 1=1 1=1 11- - =1I El lF 1I 1= III I-1 ' -1I III-1I I-1I1= I1=1I1=1I1=1 i =1I1=1I1= PROP. 6 '-1I1= I1=1I1=1I1=1I I- I 1=1 11=1 11=111 III-III- "=1 li�I 11=1 11=1 I_ 1 I I-I I I-I I I- 1=1 I I J I i„I 11=„I I I 1 I-III 11=1 I-I 1=1 11=1 I -IIIVERTICAL CURB 3 PROP. 3 PROP. 6 PROP. 6" ROLLED CURB ROLLED CURB VERTICAL CURB VERTICAL CURB o PROP. WATER n PROP. SEWER PROP. WATER PROP. WATER PROP. SEWER U J ° w a A LOCAL STREET SECTION SCALE: NTS B COLLECTOR STREET SECTION SCALE: NTS rCWELLS CIRCLE SECTION SCALE: NTS ° a 25' BUILDABLE LOT 25' PROP. PROP. 25' PROP. RPR R/W R/W O VARIES 18.0' I XAREOP 18.0' I EXAREOP B/C B/C EX. EOP B/C 5' I 5 ' S/W S/W I I S/W I z 2% 2%� �� Ui Ui �=- _ __ - - = -a"Tim" 1=1 1=1 1= _ III-I I I_I I I_I I I-III_ >144:05 I-III-III-111-'111-11 111 111 11 III; _i l l l ''III-III-11 'III- III-III-III- I I I I I I I I I I I I ill=1 Ili-i l i-ill-1 l-Ili-i n- O LO III 1=1I1=1I1=1I1=1I1=1I1=1I � O� „ 1-I 11-1 11-1 I I-I 1 I-I 11-111-1 < 0 N =1 I I-III-III- I-III-III-III- -1 I 1=1 1=1 I- -III-I 1=1 1=1 I—PROP. 3 EX. WATER I I, 1111�1 I II I II II II IIIII I I'' PROP. 6" ° N II�111111111111111111111111111111111 ill=�llllllllllll 111111111111111111111111111 ROLLED CURB N I —iii- -III-III-1 PROP. 6" PROP. WATER —II III—III-1ii-" VERTICAL CURB a VERTICAL CURB z co EX. SEWER o z N 0 00 PROP. WATER EX. SEWER o O o C m N ,N Q O o m 2 T N Y D WELLS ST SECTION SCALE: NTS E WELLS ST SECTION WITH FRONTING LOTS SCALE: NTS F MAGIC VIEW DR SECTION SCALE: NTS z O 3 L UI N U N U O Q ��/ O C v/^' w Q Y W Ja = Q z N O N C W Q 1O. 3 L O 5w c L G E U O a W L O QUl U Ul N 0_ O a E 0 J 00 ❑ v w � ❑ ❑ m LLJ W U Z Y Z o o C0 U U a 00 ❑ U ❑ 2 W lL '-' 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 co j 3 CAUTION: NOTICE TO CONTRACTOR SHEET NO. N o THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , o m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES �' O^ coY 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 M j 3 CAUTION: NOTICE TO CONTRACTOR SHEET NO. o ° THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , o m o UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES O r 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 72,684 1.67 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 NOTE: SEE SHEET 05 I S � L 32 25 '4 \ LS' S O D FOR CURVE TABLE I 5702 SQ FT 1 �. 02 z 0.13 ACRES I 45' \` I o _ I r R-8 SETBACK INFORMATION: a - FRONT SETBACK: 45' 865, _ _ TO GARAGE: 20' U 106 I O� 34 / / \ 45� T \ ` ♦` ` ~ TO LIVING SPACE: 10' o REAR: 12' o 33 �� 4734 SQ FT /, _ SECTION LINE INTERIOR SIDE: 5' I 31 2514 SQ FT 0.11 ACRES / 35 / l / ` 4S\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 / 4S' �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 106' - _ I / 0.11 ACRES 37 / S \ INTERIOR SIDE: 3' 25 4725 SQ FT Z-) ROW 1� 30 / / / 0.11 ACRES 3$ 18' � I 1 5069 SQ FT � C21 C22 4725 SQ FT/ u� l 45 21' / / / 0.11 ACRES 39 / \ 35T B/C 0.12 ACRES i C23 ���[[[ \ 45, / 4725 SQ FT irk l 4 S _ C20 C24 / 0.11 ACRES 40 / 1 EOF�- ��a36,26„E / �' O 96' i 45 4725 SQ FT 1 824.9 I / / 0.11 ACRES 41 / I 4725 SQ FT � 29 C19 S, \ / 0.11 ACRES 42 / \ S80-0903E I 5071 SQ FT � y�L' 451 / 4725 SQ FT o 1 I / 45' 0.12 ACRES `L / 0.11 ACRES 43 1 1 / 312.2' _ I 8\ ORys\ 45, 4725 SQ FT - C18 / / 0.11 ACRES 441 / / �' ^ 705' - - 1 6 4`' / 1 04125 SQ FT o 45 >0%:�Ci) 1 LO 5840 SQ FT 8 / / LO I I - 1 4725 SQ FT / 5' 36' I 5' U) N 1 S9`50'25:'0W I 28 S/w 33' 0.13 ACRES 6 ` 4\� \ / 1 / 1 / 0.11 ACRES 46 / S/W B/C S/W o N 1 5250 SQ FT B/C 5' \ 45 1 I 4725 SQ FT I I z a) 0.12 ACRES I S/►/t/ _ - 105' 7 ^ / o z = o I co I _ _ I 5629 SQ FT n, v I / 0.11 ACRES 47 00 � �? U _ 47' M m, \S' I / 4725 SQ FT /,S? 50' CD F I _ 1 _ _ W I, 0.13 ACRES w 1 / 0.11 ACRES48 0 1 ti� 1 45' / 18113 SQ FT EX. R/W J M 02 o I co rJ N 0.42 ACRES ■ Y 27 6300 SQ FT _ 45, / I o o 1 p N I I 5250 SQ FT o I 0.14 ACRES N 5 �' I , o m O 0.12 ACRES I I LLj _ d I 8 5600 SQ FT 86, I ` �� CD 1' I 5250 SQ FT o I I 0.13 ACRES I 1 _ 2� BLOCK 4 o _ 0.12 ACRES 5' 105 C3_ - - 1 1 p o I- BLOCK 3 _ S� 33' _ _ I I p_ I 1 70599 SQ FT z 3 I 26 Q 4 105' - _ B/C 5' 6 - - J I 1.62 ACRES LL► VJ I 5250 SQ FT I 6300 SQ FT 47' S/w 7540 SQ FT - 0 17 ACRES 1 ;�I 1 W I 10 EXISTING WAVERLY _ 0.12 ACRES I LLI I 0.14 ACRES rn1 R/w 4 1 MULTI-USE PATH LO PLACE SUBDIVISION U _ - 1 �1 9 I j � 6300 SQ FT I - - 1- _ - _ 27' Q O >_ o CO _ _ _ 6300 SQ FT I 05 _ C4 p (NOT A PART) I � 105. _ I _ 1 p5' 0 0.14 ACRES _ _ 0.14 ACRES coI j 1 _ - _I I 1 ��' W m Q ' I `� 25 1' - - I I - 1� _ N 105 I 2 Iw I u � T Ld I 5250 SQ FT o I o _ I O I - I 5822 SQ FT (D Y 0.12 ACRES I I `° 3 I 105' - 1 m BLOCK 2 7 I I LLI , I w Lu p 0.13 ACRES w LU 6300 SQ FT ( � 6300 SQ FT 1 a I w SO`01'21"E � Of I I 0.14 ACRES I 1 0 3 K'I 0.14 ACRES I (0 L►j I - - - - - w = Q z N 105' _ - �I 5250 SQ FT o 6300 SQ FT I 1 I 1 p5' ♦ _ _ 773 7 z Z Q 105' 0.12 ACRES uo LL1 0.14 ACRES I ♦ Q J _ ' I o 24 - I q I - _ 1 ' 10 - _1 5' R/w Z ♦♦♦ w U > p I 05 N 3 I 0 147 SQ FT ACRES I� I 9' 105' 02 I I _ - '/w B/C 5' 6291 SQ FT I ♦♦ J Q O J L U 1 1 I S/w 0.14 ACRES I ♦ 10' LL w 2 0 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 1 I^ 1LO` \ p 99� / / I 0.16 ACRES 5910 SQ FT W 0.16 ACRES l _ 00 1 0.14 ACRES 0.14 ACRES `r ` C5 105 - 18907 SQ FT N ♦` 1 0.43 ACRES 1� 23 I I C16 ��,, ' 97' - - 97$� �� ' I �`��, 97'- - - - 97' �h �,,, - ^ � . I I 5796 SQ FT - - 173'- 1830 SQ FT- - _ ��� �� 173' - 1830 SQ FT_ - - ��� i/ I C6 6001 SQ FT `�` iN I a N I 0.13 ACRES C15 \ 0.04 ACRES 0.04 ACRES 0.14 ACRES � I o 8 108 -� - - _� �_� _ S. FIDDLE ST. - - o - 96' 22 C14 ' M m- J- - C7 U _ 5 I N 3163 SQ FT �� C13 C11 _ C10 t 0.07 ACRES CLn 12 - 3632 SQ FT cv ° APN 443010202 00 3 - - -5 - --- - - - - - - - C9 C8 _ _ _ 0.08 ACRES R5 0° p cc o 10 59' S0' 23' _ 20' 50' 60' 60' 60' 50' 60' 36' 60' 60' 37' 13' �` - (NOT A PART) z Y z 0 1 o - LO a I I I I I I II _0z,I(0 I 1064 SQ FT WU U): O o U o' 2- 21 o a BLOCK 10.02 ACRES U- o > o J Y 20 �, 19 18 17 16 15 14 13 12 11 in 10 I o 9 0 8 0 7 0 6 I MULTI-USE PATH } 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 0 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 Q o LLJo 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 " E J J / - - o> �a J J 10' 76' ' �z - 60 60' 50' 60' 50' 60 60 60 51' � v v0 2 U S0•26 50� W N 35' 795.6' SEAL z N Z) o z 2657.1' 1 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 Kimleym Horn M w ZONE X ZONE AE a ' Kimley-Horn and Associates,Inc. L m j 3 CAUTION: NOTICE TO CONTRACTOR 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: o m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES ' M Y 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 5 15,144 0.35 ♦ ` 1 BLOCK 4 72,684 1.67 ♦` ` �� CURVE TABLE CURVE RADIUS LENGTH CHORD BEARING CHORD DELTA TANGENT ♦` �` ♦` o2 - C1 13.00' 22.00' S31039'57"E 19.47' 96'58'11" 14.69' zz ` ♦ 407' C27 C2 157.00' 52.65' S7012'41"W 52.41' 19'12'55" 26.58' 0- ♦ _ �'2�;� C3 76.50' 22.41' N8°25'39"E 22.33' 16°46'59" 11.28' o �` ` ♦ ` S. WELLS ST• _ O CO2g_ C4 123.50 36.18 N8 25 39 E 36.05 16 46 59 18.22 �� ♦ ` _ 30_ - - I C5 19.00 10.50 N84 01 08 E 10.37 31 39 39 5.39 0 `� ♦♦ ` 30 � c° C6 57.00' 43.27' N89°56'01"E 42.23' 43°29'27" 22.74' ♦ _ °, 30 _ - - 's' cA °� 2894 SQ FT I a 357' _3 - 9 0.07 ACRES I ° ° ro 30 _ rn rn 2894 SQ FT I `nl C7 57.00 31.83 S52 19 21 E 31.42 31 59 49 16.34 �` ♦ �� G / 3� - - 7 0.07 ACRES 1 I I ° ° �, �4' - 0 5 2894 SQ FT 1 10 I I , I C8 57.00 63.44 S4 26 25 E 60.21 63 46 03 35.46 '26"E A rn 0.07 ACRES 2894 SQ FT co S9°3� F -4- CO 2894 SQ FT 8 1 11� z ° „ o , ♦ 824•9 _ ` 2`s \� I I rn 3 0.07 ACRES 2894 SQ FT 0.07 ACRES I r�I C9 57.00 4.59 S29 45 02 W 4.59 4 36 51 2.30 ♦� _ ♦� I 1 2894 SQ FT 1 i 6 1 25' ° �, ° �, ♦� _ _ ♦ I I I 0.07 ACRES 1 2894 SQ FT 0.07 ACRES I ROW C10 19.00 10.50 S16 13 38 W 10.37 31 39 39 5.39 _ ` O ♦ 254 i I I I I 2894SQ FT 0.07 ACRES 30' I C11 26.00' 11.88' S12°41'35"E 11.78' 26°10'47" 6.05' �♦ REGULATORY 1 � I I I I j ' 2 I 0.07 ACRES 30° 30 - 5'� 1a� 1 I I I o I 2894 SQ FT 30 - _ Y S5' I B/ ' C12 57.00' 19.16' S16°09'10"E 19.07' 19°15'37" 9.67' FLOODWAY ; ' i i I 1 I o I 0.07 ACRES 30, 30- -BLOCK 5 m _ _ - o „ ° , „ , _ `" C13 57.00 38.44 S12 47 51 W 37.72 38 38 25 19.98 10, W 1 1 I I I I 30- 30 -15144 S FT STBK C14 57.00' 33.77' S49°05'28"W 33.28' 33°56'50" 17.40' / � � 1 I I I 30 - _ - _ - Q I ♦� U 1 ' r I I I 30 _ - _ - _ _ - - 218�- - 0.35 ACRES I C15 57.00' 51.38' N88°06'43"W 49.66' 51°38'48" 27.58' Q ♦ W 1 I I I - _ - - - - 1 58.48' 8.2T N58°0T48"W 8.2T 8°06'26" 4.14' o oo J I I C6 co N � Q O 0) 10, 1 1 I I 126 C17 26.00' 11.88' N67°03'39"W 11.78' 26°10'47" 6.05' z N N 1 W 1 I I I I O ��Li Qoo 1 I I I I 1 I C18 26.00' 12.16' S86°27'19"W 12.05' 26°47'17" 6.19' �? N ° 2 o y 1 1 I I I I 1 I C19 57.00' 25.65' S85°57'17"W 25.44' 25'47'14" 13.05' W o M LU j I I C20 57.00' 34.64' N63°44'38"W 34.11' 34°48'55" 17.87' a Y N I I I C I 1 1 CL � I N C21 51.56' 33.03' N29°47'27"W 32.46' 36°42'09" 17.10' N 0 72684 SQ FT 1 I I W I I 1 - 02 O o m o 1.67 ACRES I I R I I - - BLOCK 5 I C22 56.85' 43.09' N8°24'39"E 42.07' 43°26'01" 22.64' Y 1 02 I 12 I C23 57.00' 13.47' N36°50'13"E 13.44' 13°32'26" 6.77' 0 1 00 BLOCK 4 1 63410 SQ FT �I L I I I I 1.46 ACRES - I C24 26.00' 12.16' N30°12'47"E 12.05' 26°47'17" 6.19' Z J 1 � I U C25 20.00' 35.03' S40°33'55"W 30.72' 100'20'42" 23.98' O , , o , " , o " , C26 20.00 27.80 S49 26 05 E 25.62 79 39,18 16.68 � / 1 NMID 00 1 ' I I I ROW I I > C27 20.00' 1.61' S7°18'16"E 1.61' 4°36'21" 0.80' 0 LLII I I I , , , „ , W N a LLI= 1 SMT. 1 10' I I I 36' I 15, I I C28 20.00 33.42 S42o 52,05„W 29.66 95o 44,21 22.11 J O / 1 1 MULTI-USE B/C S/W U) _ PATH I I - - - - - LU Y LU Y W Q om I W p 0 291' 1 1 �I -I - - - - - - 342' - - - Ncn N W z 3 = 1 1 PROPERTY LINE SO°01'21"E 1 1 ' 773.7 E Q 1 1 I 0 J W � U 1 1 o LL. W 1 ' W U N d / I o / 1 J N 1 N 1 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' ~ m LLJ o / / INTERIOR SIDE: 5' z Y z CD o R-15 SETBACK INFORMATION: p Q w C0 o / / FRONT SETBACK: o p U 0 a / / / I TO GARAGE: 20' o a TO LIVING SPACE: 10' , REAR: 12' o Q i y / / I INTERIOR SIDE: 3' U o C:L o Q o Ch ? / / W 0) O j Q Q LLJ / / z z z Z_ U Q N � / / / / Q O Q Q o 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 L co j 3 CAUTION: NOTICE TO CONTRACTOR SHEET NO. N o THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , o m co UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES O Y 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 7 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 1 � � APN: R5443010239 1 - (NOT A PART) 1 S N I I UTI E \ ` �cLC n� h s� MT PROP. 12 S " I 32 I �\ `S� WATER LINE CO L EX. 12" WATER LINE _ 133 I 34 35 o I I 31 36 I I 1 I SSMH 5 37 I RIM: 2645.40 _ _ I MH COVER:11.2 38 EX SSMH 016-06 INV IN: 2633.66 / RIM: 2632.06 ROW 20 INV OUT: 2633.56 BLOCK 1 39 / \ \ S MH COVER:19.1 / � INV OUT: 2612.27 /I I 30 ` PROP. FIRE HYDRANT / \ 18' �i' I / 40 I B/c I s w- 8 / 41 / S �"'' EO S W � l 1 � s • N/ 42 / I CKO / / SSMH 4 / \ mr Rys'T / RIM: 2634.43 43 MH COVER:7.3 I 29 8'SS INV IN: 2626.53 44 / - INV IN: � U I 1 41 LF OF ° \ \ ` INV OUT62626 43 EX. WATER LINE I 26.53 8 PVC @ 0.60/o 45 �� Z \ \ l� PROP. FIRE HYDRANT Q SSMH 6 234 LF OF 8 SS ` / 46 0 1 I RIM: 2645.83 8" PVC @ 3.00% / / / 00 I MH COVER:11.3 s 47 a o N p I 28 5' I INV IN: 2634.00 6 \ \ „� PROP. FIRE HYDRANT / / 48 5, I 5, o N M \ Q __ _ / SSMH 3 S/W 36' S/W Z o S/►N 33'� INV OUT: 2633.90 I 8"SS ' / / RIM: 2629.32 cli I = v o 7 � � c+Mj �. � � MH COVER:6.1 COMMON 50 Ew o �47' I 50 LF OF 8„ INV IN: 2622.64 LOT } m ROw _ _ 8" PVC @ 0.60% ;, w INV IN: 2622.64 EX. ROW 0 SSMH 11 SS \ INV OUT: 2622.54 / ■ N - I 27 1 5 RIM: 2634.35 / I o .N \ $" ` O m° tQq I I MH COVER:6.9 � W � 8" PVC @ 4 98% _ 1 loll INV IN: 2626.93 5 [;7-25-3 LF OF "s _ � I I INV OUT: 2626.83 $ 47 I PVC @ 1.50% 117 LF OF ° TIE INTO EXISTING SEWER ROW - - 8 PVC @ 4.98/o ' I 5 - I 6 I _ _ S/W 33, I - I 8„ - z u ► BLOCK 3 B/C 5' �� SS -I O W I 26 � I S/w / � � s '� 10' � BLOCK 1 3 1 1 4 I uj ~ 10,I 6 MULTI-USE PATH LU co 4 Lu EXISTING WAVERLY Q Q 313 LF OF - _ 9 I 3 6' - I - _ _ I Q SSMH 2 W ? J PLACE SUBDIVISION ' I 8" PVC @ 0.60% I ro - RIM: 2628.40 z O a - - I � W � 2 MH COVER:11.1 W � � (NOT A PART) W I 25 1 I I 207 LF OF - 1 INV IN: 2616.72 I W W Q = 1 I Q 8" PVC @ 0.60% (�� INV OUT: 2616.62ui Of EX. SSMH - 1 3 I O i 7 �� 1_ _ - RIM: 2628.91 J W _ _ - - Z Z l _ - I LLI co 3 I I - _ MH COVER:16.3 m U �/ z 1 PROP. FIRE HYDRANT 10 Q _ _ I uj I INV IN. 2611.99 < w Q EX. 8" SEWER LINE I I _ _ _ _ 1 BLOCK 2 _ 236 LF OF INV IN: 2612.82 w Q ' I I I I 1 R 8" PVC @ 0.45% 3 IINV OUT: 261199 I � � ZOW 24 I SSMH 12 Wbo � 0 I 33' O RIM: 2634.02 S/w L.L ^ 00 MH COVER:5.2 B�C 5 1 I Z I SSMH 7 3 INV OUT: 2628.17 - S/w- _ w z - / 1 RIM: 2642.07 2 11 ib 2 I 8 `10' I _ _ BLOCK 1 w I MH COVER:5.5 CO PROP. BOLLARDS JNV OUT: 2635.88 I PROP. FIRE HYDRANT MMON6 ( ~ EMERGENCY ACCESS ONLY I 23 - - 1 - - - - - - �_ - 4 I LOT Q 1 I co I J EX. SSMH �W - o -8 W-� �_ch - 8"W 8»W 8»W-o J S. FIDDLE ST. - - - - - -0 22 ` S 8"SS 8 � co 8'N S 8"SS - 8»SS - S l o ♦ 5 _ „ APN: R5443010202Lu } 1 SSMH 10 254 LF OF - SSMH 9 254 LF OF - i SSMH 8 10' z Y z �n " ° - U U 1 RIM: 2641.33 8" PVC @ 2.50% RIM: 2633.71 8 PVC @ 1.00/o RIM: 2631.15 MULTI USE PATH C7 Q w co I I MH COVER:6.7 = 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 ACCESS RIM: 2628.84 0 0 3 INV OUT: 2623.70 I I 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 o Q I EXISTING SEWER MAIN z z z TO REMAIN IN PLACE. z U = Q O Q Q RR GIRR GIRR GIR GIHH- PIRI 37R K 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 JNV OUT: 2611.29 / CONSTRUCTION co L (NOT A PART) ; Kimleym 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 -E ♦ 407' TIE INTO EXISTING SEWER S. — — —` 1 09 P. FIRE HYDRANT PROP. 12"WATER LINE EX. SSMH 1 RIM: 2638.21EX. 8" SEWER LINE ,or MH COVER:7.5 I a 25' ♦ _--- IN IN: 2630.04 — I I 9 I 10 I I ROW 6 I 7 I 5' I l 18' 4 I 5 I S/W B/C 3 I I I O I 2 �i PROP. FIRE HYDRANT v 0 « I J I C' I I Q I - - - COMMON LOT _ _ W 154LFOF a — — BLOCK 5 8" PVC @ 0.40% W I _ TTTT — — — — — — — — Up L" I W co N I I W — I � TIE INTO EXISTING o � � I 12"WATER LINE Q CI MCI ° o I I I I W 1 I N I I _ COMMON LOT I 1100 SSMH 14 ` BLOCK 4 I I 00 / / I I I RIM: 2640.45 12 7 MH COVER:9.1 INV IN: 2630.75 I EX. 12" WATER LINE I I � 5 INV IN: 2631 715 J W / I I INV OUT: 21 65 I -j _ / // O U) / / 147 LF OF TTW 8" PVC @ 0.60% (n I U) / N 10p / I I I ROW 66'1I I > z / MID ESMT / i I I I N W I I I m I J J= / 10 3S/W 6 � 5' � MULTI-USE B/C 2 — — — — — — — N W � Q F_ / PATH I ' 9 Q I I I I W Z_ - - - - -I N - - - - - - - - - - - - - �- PROP. FIRE HYDRANT W I SSMH 15 I W I O Z W RIM:COE .2 0 MH COV631.63 �n INV OUT: 2631.63 V Z 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 QW (n 0 0 U 0 I o 0 0 o I a o w o o w o c'M w O O z o z Z z 0 _ w w w Q o Q Q Q� U U 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 ' AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED 07 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. 07 of 11 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig 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 0 rn � N 2648 M N 2648 0 0 + 11 � L ^ ENO Cn = .. �. Q .. 2644 0 z 2644 O co U) w co 00 cD _ _ - - - - 0 0 . — (0 N EX. GRADE ® _ o � 2640 � o o � � c N ROADWAY - - - - - - - - - - - - 2640 00 n + r7N Mon _ 4 NN NO N� O O > > - - - _ > 2636 co + o mN nno- 0 2636 z o _ _ _ - - - U) U) Fy z z EX. 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GRADE ® — > ROADWAY 2640 WcnFz - - - - �� - - - - - - - 2640 z 2636 co o0 2636 0 Q m r-Lq o Cn 0- 2632 2632 w LLJ (D 0 0 z Z 2628 \ 154 LF OF 2628 >- w 8 PVC ® 0.40% 0 � w � 2626 2626 O Z ()J 9+75 10+00 11+00 12+00 13+00 13+25 IL v Lu Z 10 W GRAPHIC SCALE IN FEET ~ 0 10 20 40 Q HORIZONTAL 10 � m � m m o J W W Z H 5 Q W (n w 0 U 0 > o 2.5 0 d o w O O o 0 co co W O O Q ,ItLO Z O = Z _ Z U W w w Q O Q Q 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 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 10 TOTAL 69 z 0 n a U Uj w 0 LU a 0 APN: R5443010080 I Q APN: R5443010170 O APN: R5443010160 \ \ \ S APN: R5443010239 �� z Ui 00 W oco N \ S. ST _ — _ I Z C' o W ELF _ I I o _ _ I I = 2, CD N Cl) LU 0 00 m 0 0 (.C) N C, a) i I I o s \ \/ / / / ,r II I I _ 1 1 I \ ORys'�.� PHASE LINE 1 1 1 - - - �1 \ \ \ / / Iw IN a - LU T I I I \ \ \ \ z N ) I ~ I I I ID 0 w I LU LU 0 cn / W Q = 1 I 1 1 _ \ \ w I w Lli J a / v / I w I I � J � 0 � I I wI v � — N U) = Z 1 LL11 3 wCf) 0 0 W 1 I — — OI I — _ - - - - - - - -t — - - - - - - - - - - L W L l I O I I p U 1 I I I I ~ I �� I I I I `� 1 � I ► Q N I I A — — } — i I APN: R5443010204 I Q � 0� ° S. FIDDLE ST. I } 3 L IU 00 000, D u I I LU Z/If Y Z o 1 I I I I I APN: R5443010202 I o o o I CL II ' U U I d O a r Q Y NN / co LI- 0 o Q / •• Ch — — — — — — — — — — j Q LLJJ / / 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 L co j 3 CAUTION: NOTICE TO CONTRACTOR SHEET NO. N o THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , o m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES co Y E 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