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HomeMy WebLinkAboutPre-plat 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: 61 3. ANY RE—SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED MINIMUM LOT SIZE (SF): 4,267 SF SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF THE RE—SUBDIVISION. GROSS ACREAGE: 17.27 AC AVERAGE LOT SIZE: 5,622 SF 4. ALL LOT LINES COMMON TO PUBLIC STREETS ARE HEREBY DESIGNATED TO HAVE A TEN (10) TOTAL RESIDENTIAL AREA: 16.20 AC FOOT PERMANENT EASEMENT FOR PUBLIC UTILITIES, IRRIGATION, AND LOT DRAINAGE, UNLESS — R-8: 13.78 AC R-15 OTHERWISE DIMENSIONED. PRELIMINARY PLAT — R-15: 2.42 AC BUILDABLE LOTS: 20 5. FRONT, REAR, AND SIDE YARD EASEMENT LOCATIONS AND WIDTHS TO BE DETERMINED WITH TOTAL NEIGHBORHOOD COMMERCIAL AREA: 1.00 AC MINIMUM LOT SIZE (SF): 2,730 SF FINAL PLAT. TOTAL OPEN SPACE: 2.83 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: 2.51 AC RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN PERCENTAGE QUALIFIED OPEN SPACE: 15.29% C—N z IRRIGATION/DRAINAGE ENTITY. TOWNSHIP 3 NORTH RANGE 1 EAST BOISE MERIDIAN BUILDABLE LOTS: 1 7. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503, RIGHT TO FARM ACT, WHICH TOTAL LOTS: 94 > > LOT SIZE (SF): 29,634 SF STATES: "NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF COMMON LOTS: 12 SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR MERIDIAN , IDAHO COMMERCIAL LOTS: 1 0 ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION RESIDENTIAL LOTS: 81 (20 R-15/61 R-8) FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION WAS NOT A NUISANCE AT THE TIME IT 2024 GROSS ACREAGE DENSITY: 4.93 DU/AC BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY a 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, 27, 58, 59, & 70, BLOCK 1; LOT 1, BLOCK 2 ARE COMMON LOTS TO BE OWNED AND MAINTAINED BY THE LATITUDE FORTY THREE HOMEOWNERS ASSOCIATION. THESE LOTS SHALL o BE USED FOR HOMEOWNER PEDESTRIAN ACCESS AND LANDSCAPING AND ARE SUBJECT TO A BLANKET EASEMENT ACROSS SAID LOTS FOR PUBLIC UTILITIES, IRRIGATION, AND LOT DRAINAGE. 10. LOT 28, 39, & 54, BLOCK 1; ARE COMMON DRIVEWAY LOTS FOR THE PURPOSE OF o `cM4GICIi ABBREVIATIONS LEGEND INGRESS/EGRESS. ALL COMMON DRIVEWAYS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ❑] UDC 11-6C-3D, AND BE PAVED A MINIMUM OF 20 FEET WIDE WITH SURFACE CAPABLE OF SNORTING BULL NO. 2 B/C BACK OF CURB — — — SECTION LINE O SUPPORTING 75,000 LBS. SUBDIVISION EOP EDGE OF PAVEMENT �Q ESMT EASEMENT LOT LINE mr EX. EXISTING SITE LOCATION CO GIRR GRAVITY IRRIGATION — — — — — — — — — — — EASEMENT N vCO INV INVERT IRR IRRIGATION BOUNDARY z �. 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 co co SS SANITARY SEWER a 0 S/W SIDEWALK PROPOSED ROLLED CURB Q N N.T.S. TYP TYPICAL 0 , o PROPOSED VERTICAL CURB O Z o co ui EG CONTOUR J Lco o EX. NMID EASEMENT N N .N WELLS C/RCLE EX. FLOODWAY o � m 0 )e a Y VVY 84 EX. SURVEY MONUMENT ° NT W PROPOSED WATER LINE Z 3 S PROPOSED SEWER LINE ° V/CINI TYMAP O PROPOSED BOLLARD Cf) N.T.S. PROPOSED FIRE HYDRANT 0 OS PROPOSED VALVE m PROJECT CONTACTS ° a ® PROPOSED SEWER MANHOLE W w Q CIVIL ENGINEER OWNER/DEVELOPER LAND SURVEYOR PLANNER ❑ PROPOSED SIDEWALK Lu10 = 0 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 BOISE, IDAHO 83702 BOISE, IDAHO 83713 BOISE, IDAHO 83702 BOISE, IDAHO 83702 PROPOSED PAVEMENT Q 3 PHONE: (208) 510-6287 PHONE. (208) 639-3262 PHONE: (208) 248-9357 PHONE: (208) 514-3300 w 0 r 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@KlMLEY—HORN.COM EMAIL: BEN@REANDPARTNERS.COM O O W EXISTING ZONE AE LL U EXISTING ZONE X W ❑ 0 U l0 N N d U E SHEET LIST TABLE J SHEET NUMBER SHEET TITLE 01 COVER SHEET 02 DETAILS 0 3 L t 03 EXISTING CONDITIONS } m 0 04 PRELIMINARY PLATLu m 0 0 ° 05 PRELIMINARY PLAT C� U o 06 ENGINEERING PLAN o o = w > o EL U a 07 ENGINEERING PLAN o a o a U Q y 08 ENGINEERING PLAN o a- 0 09 ENGINEERING PLAN o a a 10 ENGINEERING PLAN a o z W 11 PHASING PLAN Q Q Q N //z�� z (D Tz \\z a U I— 2 / ° > z U N 2 Q O Q Q U) w F U U 0 a C/) C/) O z SEAL ° O PRELIMINARY � r w FOR REVIEW ONLY NOT FOR w CONSTRUCTION Kimley*Horn M o Kimley-Horn and Associates,Inc. Mu a o j 3 CAUTION: NOTICE TO CONTRACTOR r SHEET NO. 0 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 0 1 Y ? 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 o ' CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE ❑ a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING owwhars below. 01 OF 11 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call beforeyoudig 47' PROP. 41' PROP. 47' PROP. TRACT TRACT R/W I 33' I I 27' I I 33' I 5' B/C 5' I I 5' B I C 5' I I 5' B/C 5' S/W S/W I I S/W S/W I I S/W S/W Iliiil-nj' 'IN7' �iiilll 51 7' = j' III_ 7' _lll�l -1I�1 =TYP. TYP. -I I -1 1 1- -11 1 1— 1-_ Il III I 1I- 1_11 I -III II III I1= 1= =1 TYP_I1I II1=1I1=1II- TYP. �_ TYP. I II. TYP. III- I-I 11=1 I I- I-III-I I I-1 III-I ,- =11 I II=III-I =JI�111 Ill =lll- PROP. 3 =1I1=I -1 I FEI -III-III-I 1= I G I I III=1= 11l= LI I I LI_LL _I 11- I-I I I-I I 1-I I- III-ITS PROP. 3" II I II II f -�I II I II I II 11 1=1 I I I-I II I I I-I 11=' 1 1- ROLLED CURB _I -I I I-III-I I I-1 I1=1 -1 i'- ROLLED CURB III II I I I-1 11=1I 1=1 I� I: PROP. 3" P R O P. 3 I-1 -I I�I I-1 I I�11=1 P R OP. 3 Ii-1 I I-1I I-11 I-1T1 PROP. 3 -1 11=I 11=1I I-1 I- ROLLED CURB ROLLED CURB ROLLED CURB ROLLED CURB o_ PROP. SEWER PROP. WATER PROP. SEWER PROP. WATER ~ PROP. SEWER PROP. WATER a U W J1 Q rA PRIVATE STREET SECTION SCALE: NTSrB�_REDUCED PRIVATE STREET SECTION SCALE: NTS C PUBLIC LOCAL STREET SECTION SCALE: NTS a 50' PROP. BUILDABLE LOT 50' PROP. R/W R/W 25' PROP. q q R/W O 36.0' I I 36.0' I VARIES 18.0' 5' B/C S' 5' B/C S' EX. EOP B/C I I I 5' S/W S/W I I S/W S/W I S/W I 2% 2% 2% 2% Z LU 5' 7' 11=1 1=1 11=1 11=1 I� S' I 7' - - —i Q 1 I I- I-I I I-1 I I-I I I-I 11_ =11, 1=1 11=1 I 1= _,� TYP. 1 11- TYP. III-III�II-III �' TYP. I11-�- TYP. III=1 III'=III III=11111=III=III o -I I�I I=1 I I_ ' I_=_I1l 1L_ III 1=1 11=1 11=1 11=1 I�I I-i 1=1 I U) 000 0 PROP. 6" III�II-III_„ III-III�II- PROP. 6" u u 11 1=1 11l 111 a N 1==LI I=I 11 �T1=-lll 1-1 I I I- T_I=1 I I-I 1=_ -III-I I I�I I: =1 I-III 1 „ VERTICAL CURB ' H11- „ =11111-III-III 1111 VERTICAL CURB ' 1=111�11 -III=111�11= II 1� o N °' 1 _ 'I-III I-III-III-III�I: EX. WATER "-1 ,;11_I--IIII-' PROP. 6 z �, N .III-1 I�I I=1 11=1I I I� PROP. 3 -ITI-III-I I�I I-1 PROP. 6 VERTICAL CURB z J) o ROLLED CURB VERTICAL CURB o PROP. SEWER PROP. WATER PROP. SEWER PROP. WATER = W (� M J W L m c6 O� y U ■ Y -O � o N 0 O D o m a d Y 0 D LOCAL COMMERICAL STREET SECTION WITH FRONTING LOTS SCALE: NTS I Ej LOCAL COMMERICAL STREET SECTION SCALE: NTS I FJ MAGIC VIEW DR SECTION SCALE: NTS T A2 N O 7 3 O m 25' PROP. BUILDABLE LOT > 25 PROP. R/W 25 PROP. U R/W R/W m Fm VARIES 18.0' I O Mir VARIES 18.0' I EX. EOP B C I 18.0' VARIES U)EX. EOP B/C / B/C EX. EOP W Q ' 5' I S/W I I 5' I LU J 0 N S/W I I S/W O = Z 2% !Q 2% 2% 7EI J1=-1=1I_Iw1I JlIIIt _=11 I-1 11-I I- -I I� PROP. 3" ,11=1 11= -I 1=1 11=1 11=1 I I- W 11=_ I=1 I =1 11=1 I�11=1 11- 01I1=1I I�I I III-I I1-'' "-1I I�I �'-'I1=1I I�I I- ROLLED CURB PROP. 6 -III- I1=1I1=1I1=1I I- LL PROP. 6" PROP. WATER ��—II =1II�Il-"'-' N VERTICAL CURB VERTICAL CURB �I 111111�''- EX. SEWER W PROP. WATER 0 a PROP. WATER EX. SEWER QE 0 J of Gj WELLS ST SECTION SCALE: NTS H WELLS ST SECTION WITH FRONTING LOTS SCALE: NTS I WELLS CIRCLE SECTION SCALE: NTS a m n 0 m LL1 W o U Z Y Z CDU C N U � o LU v a oo U 0 o I U O J U o } o d O O Q o Ch Z LU O J Q o Q Q zQ Z Z Z Z Z_ U U \ Q 'N J Q > Ill Ill Ill o > J J c w E Q U U d U) U) o L z SEAL Z) o FD PRELIMINARY FOR REVIEW ONLY c CO NOT FOR L CONSTRUCTION N Kim eyl Horn CD o Kimley-Horn and Associates,Inc. C U CL Y �o 5; 3 CAUTION: NOTICE TO CONTRACTOR Lo U t 1 SHEET NO. N I W 0 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 ''A, OL ^ Y ? AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED g ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION ' L CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE o a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING owwhays 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 EXISTING FENCE TO BE REMOVED. 14 EXISTING STORM DRAIN TO REMAIN IN PLACE. LOT LINE EXISTING BUILDING PAD TO BE DEMOLISHED. 15 EXISTING SEWER LINE TO REMAIN IN PLACE. — — — — — — — — — — — EASEMENT EXISTING PAVEMENT TO BE REMOVED. 16 EXISITNG WATER LINE TO REMAIN IN PLACE. — — BOUNDARY ® EXISTING OVERHEAD POWER TO BE UNGROUNDED. 17 EXISITNG COMM LINE TO REMAIN IN PLACE. PHASE LINE EXISTING FENCE �5 EXISTING DITCH TO BE REMOVED. 18 EXISTING GAS LINE TO REMAIN IN PLACE. OHP EXISTING OVERHEAD POWER LINE © EXISTING WALL TO BE REMOVED. 19 EXISTING SEWER MANHOLE PROTECT IN PLACE. EOP EXISTING EDGE OF PAVEMENT EXISITNG VEGETATION TO BE REMOVED. 20 EXISTING SEWER MANHOLE ABANDONED IN PLACE. TOE EXISTING DITCH ® EXISITNG IRRIGATION STRUCTURE TO BE REMOVED. 21 EXISTING CULVERT TO REMAIN IN PLACE. j EXISTING PAVEMENT TO REMAIN IN PLACE EXISITNG FIRE HYDRANT TO BE REMOVED. 22 EXISITNG UTILITY STRUCTURE TO BE REMOVED AND RELOCATED. Z 10 EXISTING SEWER LINE TO BE REMOVED. CONTRACTOR TO 23 EXISTING OVERHEAD POWER TO REMAIN IN PLACE. BACKFILL. 11 EXISITNG UTILITY STRUCTURE TO BE REMOVED. 24 EXISTING PAVEMENT TO REMAIN IN PLACE o 12 EXISTING FENCE PROTECT IN PLACE. w Q 13 EXISTING OVERHEAD POWER PROTECT IN PLACE. ❑ Q 16 a 4 a t... 'F 2, �r 23 ORION E y0 23 - S 16 S r _ _ 23 `p Q . ui 07, � EO 15—g„'S� o EOP 12 \ COP E co 00 (n N 0 2 S� \ \ \ EOP 8'"SS� EOP o N N Lu Z 13 Q '5 00 N _ o o 3EOp cop � 21 24 EO I z � N 12 SST. � — 0 16 0 LL x N 0 p EOp I ,<. EOP S � E� W 1 ,,, w oCID \ 24 22 N 7 TYP. E0 19 x 72 23 \ \ EO O ■ CDC, �o O 6 N o .N m° m 23 23 8 I _ 14 Y 23 1 � ' ' CO I .� VP vP 4 0 22 o O N O O -d- s uo O n N 3 (n Nn 50t o 3 4 5 �3 c�N `�' 29fl > Row I v 8 ROW 0 Z N 37 f. 17 0P 12' m O EOP� O 00I 2 g EOP O 0 4 w (n N ❑� 22 m — ui 0 Q 18 r� 10 W 9 o I � LLJ Z 0 o N 0 2 O � IJ = Z co 1 8 Lu U Q Nui 3 0 7 I 7 TYP. 9 7 � 22 UI 0 W (0O U (IV 4 � Z W Q 15 5 fl LL O Lu U) 7 — ° w X Lam' w 9 4 u Q 0 w 03/ / _ C N W I J 0 11 � 7 nTYP. = o _ 3 1 4 4 12 } m 0 0 m° 6-' Q 4 z o z ❑ U � U � CD APN: R5443010202 0 = w ° / 7 TYP. 20 APN: R5443010204 I o o U o X EL / aw CD O N a 7 19 15 w o >- 12 /� 15 o a o / Q SS SS RR NI — — — — - - - - - - - - - - ui 0') o J a N 10 19 z z° z cD F- _ N z U x Q O Q Q U) w F U U o GRAPHIC SCALE IN FEET Z 0 30 60 120 = SEAL IN oPRELIMINARY O Lu Lu z FOR REVIEW ONLY NOT FOR w CONSTRUCTION Kimley*Horn M o Kimley-Horn and Associates,Inc. M ° a o j 3 CAUTION: NOTICE TO CONTRACTOR co r SHEET NO. 0 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 Y ? 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 ❑ a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING owwhars below. 03 OF 11 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call beforeyoudig E CENTER 1/4 SE CTI N 17 OPEN SPACE AREA TABLE LOT NUMBER BLOCK# LOT AREA(SF) LOT AREA(AC) 1 BLOCK 1 72,747 1.67 APN: R5443010080 27 BLOCK 1 1,064 0.02 (NOT A PART) 58 BLOCK 1 31,247 0.72 APN: R5443010239 (NOT A PART) 59 BLOCK 1 1,830 0.04 70 BLOCK 1 1,830 0.04 NOTE: SEE SHEET 05 FOR CURVE TABLE 106 CC) U 1 I s vv ^ m I `O 38 2 E��S N o G I 5675 SQ FT S \ S, 02 z 0.13 ACRES co SS' d- a 849, 1 � w 1 _ I T I 1 10 I / / 4s, � \ � � `� �� `♦ SECTION LINE 37 N 40 / 4s 2Uj 0 1► I I 5277 SQ FT o 39 5037 SQ FT / 58 S16 4 ZONE AE N89°59'53"E I / 0.12 ACRES ' 0.12 ACRES o T 4� \�9 3086 SQ FT 41 / 802.3, �W 1 a 1 - - 0.07 ACRES 4694 SQ FT / / 45. \ 2606.6 1p6, - _ I I / 0.11 ACRES /'��)4 42 25'# 725 SQ FT I ROW I I / / 0.11 ACRES o 43 36 4725 SQ FT / 4S \ \18, 5' I 5286 SQ FT / / 0.11 ACRES o 44 / _ 438' B/C S/ 0.12 ACRES C21- -- 4725 SQ FT W 0.11 ACRES 45 - _ C20� 13 C22 4 / 4725 SQ FT / / 1 45, 1 824.9' 1 103' C23 �� S\ / / 0.11 ACRES o 46 i l 4725 SQ FT o C19 45, 1 / 4S ti I -- � S. / 0.11 ACRES o 47 1 35 N/ � / S80°09'03"E I I 5121 SQ FT I CKO 45, 4725 SQ FT 312.2' 0.12 ACRES C18 rPR,�q Ry�N / / 0.11 ACRES o 48 1 TF 4725 SQ FT 1 - � _ � 0 8g� � � � �4S' .11 ACRES p 49 � 45 � \ �\ _ \ / / 1 11 i� Q 45, 4725 SQ FT in 50 / 45, ;� 21' 105' _ - C17 \ / 0.11 ACRES o I «' g B/C o w 1 S9°50'57"W o 5' I 6' 64 \ \ 4636 SQ FT /� / I ¢ o N 25.0' 1 I 34 S/►/� 33, 5681 SQ FT 86, 45 1 0.11_ACRES / rn 51 1 1 I 5250 SQ FT 1 B/C 5' 0.13 ACRES o B 1 / 1 4595 SQ FT ;� i0 a . 0.12 ACRES u�1 s/W \ \5. 0 1 p /^ Z o I o - - 105' 65 �, � /_ ` 4 2 i / 0.11 ACRES 450 5SQ FT ^ 53 N °j - - I - _ I 5471 SQ FT �� d Q �45' 1 0.10 ACRES / o) ° CS _ V 1 / 4257 SQ FT /, w cis M co 02 105' _ TRACT 1 0.13 ACRES I N m 1 1;7 1 / 0.10 ACRES / rn 1 I ��h o 1 I - _ co ti� �C24 C25� 1 G�°� - N 33 63 _ N 86� �c2� 18, / i 87 I 5250 SQ FT I I I 6300 SQ FT 10 I _ �G I % o o 0 N A = 5' 1 - a rN 0,12 ACRES 1 0.14 ACRES S/ ib 74 1 \ 45' S m W 33' .E - J _ I 66 S/C "o 5' 5240 SQ FT \ � \I - \ � 0,\ - 45' S/W / 110 I 0 _ _ W _ 105' S/VV 0.12 ACRES ire _ 1 a 1 I 5250 SQ FT 47 86� 1 \ 54 41 I 6172 SQ FT COI I 1 1 - _ 0.12 ACRES �1 TRgCT _ �I 1 2397 SQ FT to TRACT 0.14 ACRES - 1 Q5' 1 _ 0.06 ACRES N c0 2T to r 8 7; N I B/C 5' I O I 32 = a Io BLOCK - _ - _ 1 I _ _ I 75 1 �0, I si - - i - - 0 N EXISTING WAVERLY LLI W I 5250 SQ FT o LLI 62 105' _ Io 7180 SQ FT i v 16' I W 105' MULTI-USE PATH U) 0.12 ACRES �n l 6300 SQ FT 0.16 ACRES PLACE SUBDIVISION p - I � �, 55 I 1 o > V - _ 1 0.14 ACRES I 73 "� 1 N Z 5576 SQ FT I - �--- N (NOT A PART) I ('� o 1p-' _ I 67 6300 SQ FT I J cy 2, 0.13 ACRES I I �u� 5250 SQ FT Co 1 W 0 y Q o 5 - �I I I� _ 6300 SQ FT Z 0.14 ACRES _ G z I, I m Q a v�j I� - 1� _ _ 0.14 ACRES J _ - - ! _ Q ►W I J I 2 J O _1 0.12 ACRES 31 1 0 � N _ 105. N I 105' - _� I _ _ � w 105' (n (n _ E I 5250 SQ FT Lij1 1' - - I Q _ _ I ► OS I Q - - - W LLJ Q Ljj 0.12 ACRES o - _ m 1 a z LLB W Q 1 _ 1 p 6300 SQ FT o I 105 a BLOCK 1 76 1 a �.` 1 LU a I - - - SO'01'21"E - - W - _ I LO 72 6300 SQ FT 1 o I LU ♦� 56 - 773.7 = Q Z 705 - �I 0.14 ACRES I 6$ LLI I 0.14 ACRES 1 6300 SQ FT o I LLI I Z 6300 SQ FT 1 0.14 ACRES CO Z Q Q J.12 C E I I T 47 ` I I I Q w = 1p5' 0.12 ACRES o 0.14 ACRES _ _ I 30 1 _ _ 1 I _ _ 5 Racr 1 o w W .3 6279 SQ FT d A _ 10 °' 7 05' y S/ 33' _ N Cv W C 5, 7 05' - > i= Q 0 J W I 0.14 ACRES 1 I 9' 105' 02 I 2 - 1 B/ S U �'� LL mow// 01 20' 1 1 o I ( v ` W LL 0 1 _ _ 60 I 1 _ C16 6960 SQ FT 00 69 0 71 I 7087 SQ FT 1 I `° 57 I 102, _ 0.16 ACRES `n 6088 SQ FT d 5910 SQ FT b I 0.16 ACRES 1 .14 C FT I N I cV ` C15 0.14 ACRES d 0.14 ACRES Iw / J 0.14 ACRES 3 � � � � _ 10' ON I I 29 �- 97> �`� I 'v'� ,�h _95' 5850 SQ FT I - - - - - -� w� > 97' _ - - �6,, - �� Q 0.13 ACRES C14 - - 59 - - - 97' �h `� -173' 70 97' I 76, ,� / o) ` J - - - - c13 - S. FIDDLE LN. c.20 28 115' - - - - - -� Q-N - - - - 3 N o 3704 SQ FT m ` / M ` s I o C12 C11 (PRIVATE) �/ N 0.09 ACRES - 3 - 0 m I m - - - - - - , - - - - - - - - - - - - - - _ _ _ - [��PN: R5443010202 0 0 W T 10' 58' S0� 49 �- 60' 60' 60' 60' 50' 60' 50' 60' 60' 60' ;� (NOT A PART) 0 z Y � o 1 o C15 co � W� o Q � 1 I I I I I I I I I I I I I I I � � g o o a 1 0 U I 27' I I I I I I I I I I I I I I 12 1 i� z 1 9 o 1 5630 SQ FT 26 25 24 23 22 21 Lo 20 Lo 19 Lo 18 17 Lo 16 0 15 0 14 13 N MULTI-USE PATH 1 CL 0_ o 0 7013 SQ FT o 5250 SQ FT 5250 SQ FT 5129 SQ FT 6300 SQ FT 6300 SQ FT o 6300 SQ FT o 6300 SQ FT 5250 SQ FT 6300 SQ FT 5250 SQ FT 6300 SQ FT 6300 SQ FT 6300 SQ FT o 0.13 ACRESI o I 14' z I 0.16 ACRES 0.12 ACRES 0.12 ACRES 0.12 ACRES 0.14 ACRES 0.14 ACRES 0.14 ACRES 0.14 ACRES 0.12 ACRES 0.14 ACRES 0.12 ACRES 0.14 ACRES 0.14 ACRES 0.14 ACRES 1 I ACCESS LU zi ii Q I I I I I I I I I I I I I I I I 30' z 0 r z < � I I I I I I I I I I I I I I I z - - - - - - ' S-SWR ESMT z v J ¢ w w= w ock�1: 76 50 o Q Q 2 U U2E - 60 50 60 50 60 60 60 51 S0•26,50„W o a W W o > - - NO'23'48"E 795.6' /� SEAL w Z) o z w 2657.1'FD EXISTING PROPERTY LINE PRELIMINARY SNORTING BULL POINT OF BEGINNING FOR REVIEW ONLY c a SUBDIVISION NO. 2 C j SECTION 17 NOT FOR CO Lu (NOT A PART) j / CONSTRUCTION J m CD J .N 0 o ZONE X ZONE AE i Kimley>#Horn / Kimley-Horn and Associates,Inc. A, CL y �o j 3 CAUTION: NOTICE TO CONTRACTOR M g GRAPHIC SCALE IN FEET SHEET NO. Lr) 0 20 40 80 No 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 , 04 Y AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED Q g ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION z ' L- CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE o a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING ow what's below 04 OF 11 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig OPEN SPACE AREA TABLE ♦ ` LOT NUMBER BLOCK# LOT AREA(SF) LOT AREA(AC) ♦ ♦ ` 1 BLOCK 1 72,747 1.67 ♦♦♦ ` 1 BLOCK 2 14,583 0.33 ♦` -` CURVE TABLE CURVE RADIUS LENGTH CHORD BEARING CHORD DELTA TANGENT `♦ `` ` ` 02 345' Cl 20.00' 35.28' S40°55'37"W 30.88' 101°03'46" 24.29' zz ♦` ` ♦ ` C2 13.00 9.28 S30 03 53 E 9.09 40 54 54 4.85 ♦ G U �� ♦ ` 02 C'� C3 11.00, 13.86' S86°36'26"E 12.96' 72'1013" 8.02' o _ _ O ♦` `�` `♦ ` SST O m g1� _ _ - \ C4 33.00' 24.50' N78°34'42"E 23.94' 42°32'30" 12.85' w S. WELL - ------_--N 30' ° ,. ° , ♦ 30 ` C5 33.00 22.06 S60 59 48 E 21.66 38 18 29 11.46 0 C6 33.00 11.06 S32 1416E 11.01 19 12 35 5.58 r $ 1 �♦ `� 438' ♦ I G 21' 30 2894 SQ FT I �I I I ir�l C7 21.00' 21.08' S51°23'31"E 20.21' 57°31'04" 11.53' ♦ ♦ � �� \ v� 4 Lo 0.07 ACRES ♦ ��� C1 2894 SQ FT I I �I 0) C8 82.50' 13.61' S84052'37"E 13.60' 9°27'09" 6.82' ` 6 0.07 ACRES_ 1 I °� I I 00 ♦ Sg°364� _��E� 91' 2936 SQ FT I_ I °� z C9 67.50' 49.92' S68024'58"E 48.79' 42°22'28" 26.16' 82 --- N ♦� - - 0.07 ACRES- � I °' ♦♦ ♦ -0 g I I-Cy) I rn 1 2894 SQ FT I C10 67.50' 56.11' S23024'58"E 54.51' 47°37'32" 29.79' ♦ ` ''� 2730 SQ FT I I °'1 7 I rn 2894 SQ FT 0.07 ACRES i I I C11 30.00' 9.32' S8030'17"E 9.28' 17048'12" 4.70' 0.06 ACRES I 2887 SQ FT 289 ACRES ♦` REGULATORY 1 - I 0.07 ACRES I I I C12 57.00' 0.54' S22010'03"W 0.54' 0032'36" 0.27' 91' I I ' ° ° , ,. ♦` F L D WAY Y 1 ' 01 8 I 30 I � I C 13 57.00 38.53 S41 4811 W 37.80 38 43 41 20.03 ♦ W 1 1 2730 SQ FT 30' 30 20' I 10' ♦ W 1 1 0.06 ACRES 30' 1 STBK I STBK C14 57.00' 48.89' S85044'27"W 47.41' 49008'50" 26.06' ♦ 1 - - 0 ' 14583 SQ FT ♦ (� 1 ' 91' 30' 31 0.33 ACRES I C15 57.00' 8.07' N65037'55"W 8.06' 8006'26" 4.04' 0 7 IN ♦ J 1 2730 SQ FT I I I j 14 I C16 23.00' 7.46' N70051'52"W 7.42' 18°34'21" 3.76' ° 00 - 1 0.06 ACRES I Q ao I 29323 SQ FT 00 25 ¢ O N 1 W 91 I 10 BLOCK 2 0.67 ACRES ROW C17 23.00' 7.70' N89°44'10"W 7.66' 19010'15" 3.88' 0 N I N Q CO � 1 ' 91- W 5' 18' C18 57.00' 36.98' N80°44'14"W 36.33' 37010'06" 19.17' o �? 1 1 W I S/W B/C ° ° _ �' CD I o 6 _ _ I C19 57.00 7.33 N58 28 06 W 7.33 7 2210 3.67 W v, co 1 1 I -j CO 2730 SQ FT 30' 30' 30' 30' 30' 30' I C20 57.00' 36.51' N36°25'57"W 35.89' 36°42'09" 18.91' a 0.06 ACRES C I I ■ cli - Y `6 1 1 _ 1 72747 SQ FT 1 91' 02 47' 8 10 12 I 02 C21 57.00' 43.21' N3°38'08"E 42.18' 43°26'01" 22.70' % N g .D' 1 1.67 ACRES o 5 I 2775 SQ FT 2772 SQ FT 2748 SQ FT I I 0 1 ' � 2730 SQ FT ROW 0.06 ACRES 0.06 ACRES C22 57.00' 10.58' N30040'16"E 10.57' 10038'15" 5.31' 1 BLOCK 1 1 I 0.06 ACRES I I 0.06 ACRES 5' 33' I 15' I I I I - I I ° ° , 0 - - io io N N I I C23 23.00 7.70 N26 2416E 7.66 19 1015 3.88 1 1 91' S/W B/C S/W m I 0)I G)I M 1 1 o I 1 1 'o l 4 g 11 I C24 23.00' 8.85' N5°47'27"E 8.80' 22°03'23" 4.48' '1 1 1 2730 SQ FT I 12784 SQ FT 12760 SQ FT I 13 i I Z 1 1 ' 0.06 ACRES 2736 SQ FT C25 57.00' 19.88' N4045'11"E 19.78' 19058'51" 10.04' O _ - I z 0.06 ACRES 0.06 ACRES 0.06 ACRES E - N 91' ��'� "' - j C26 57.00' 28.19' N28054'34"E 27.90' 28019'55" 14.39' U) 1 10p ,�� 3 I 7' 30_ 30' 30_ 30' 30_ 02 84= - ,°' ' ° °NMIo1 2730 SQ FT I CG/ C27 57.00 33.15 N59 4418E 32.69 33 19 33 17.06 0 W 1 ESIl4T 0.06 ACRES - - W 1 1 i 91- I J C28 57.00' 45.27' S80°50'48"E 44.09' 45'30'17" 23.90' U I L1J =o O _M m- - - - i o i n i o n Cl)( 1 1 0 2 C29 23.00 8.85 S69 07 21 E 8.80 22 03 23 4.48 C W 1 1 ' M 2730 SQ FT S. LONGITUDE DR. W Q Y W 1 1 �.06 ACRES C30 26.50' 41.63' N44°36'12"W 37.48' 90,00,001, 26.50' W 0 T 411' 1 - - - - - 91 - - - - - - C31 123.50' 20.37' N84°52'37"W 20.35' 9°27'09" 10.21' _ 7 N W I !- Z 1 1 ' C32 20.00' 33.61' S51°42'26"W 29.79' 96'17'02" 22.32' z Q 3 = 1 1 PROPERTY LINE 7SOV21"E 1 1 ' 773 7 I C33 157.00' 36.32' S10°11'32"W 36.24' 13'1614" 18.24' L , , o i n � o n 1 1 ' C34 20.00 33.85 S31 39 57 E 29.95 96 58�11 22.59' O J W 1 1 C35 20.000.54' S24°42'20"E 10. 308" 5.40' N01 � ' 1 42' °11'4 LL W 2 4-1 1 W 1 I C36 20.00 17.26 S64°31 59,.E 16.73 49°27 30., 9.21 1 � ' ' I C37 20.00' 17.26' N66°00'31"E 16.73' 49°27'30" 9.21' 1 I C38 20.00' 14.42' N20°37'42"E 14.11' 41°18'07" 7.54' Q ° " ° o C39 20.00. 31.15 N44 38 32 W 28.10 89 14 23„ 19.74 J of I C40 20.00 35.03 S400 33 55 W 30.72 1000 20 42 23.98 a 1 3 APN: R5443010204 I GRAPHIC SCALE IN FEET O 2 80 0 3 (NOT A PART) I m o 0 m LU o 0 z (D z Y CDU C o Q W_ U) N v a , ' w CD n / I CD U O a / ' / / I �? o O 0 / a Q o M Z , ' w O O Q z N / z z z U Q W W / CO CO - - , - - T- � - - - - - - - - - - - - - - - - - - - - - _ SEAL Z) o FD w2 FOR REVIEW ONLY co a / / NOT FOR JLu CONSTRUCTION J m Kimle i>>M= CD M o Kimley-Horn and Associates,Inc. g I _ • CL y 0o j 3 CAUTION: NOTICE TO CONTRACTOR Lo U t SHEET NO. 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 ''A, O Y ? AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED g ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION ' L- CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE o a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING owwhays below 05 OF 11 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. C811 before you dig APN: R5443010080 TIE INTO EXISTING (NOT A PART) 12"WATER LINE \12"�y EX. 12" SEWER LINE APN: R5443010239 1 (NOT A PART) 12w I \ I � � �v I UTIL ES§ V V ii L cv D PROP. 12„ I 38 \ WATER LINE \ ` 12" CO EX. 12"WATER LINE I \ m `W 849' 1 � I 37 3 / / \� � � � \ � ` 3 40 / / / TIE INTO EXISTING SEWER - - c I 41 / / / \ \ ` EX SSMH 016-06 I a RIM: 2632.06 1 RO 20 I 42 / / \ MH COVER:19.1 W I SSMH 14 43 / \ \ 72"�y INV OUT: 2612.27 18, 36 g C 5' I MH COVER 1.1 / 44 // \ \ \ 12 W 438' S/W � `V OUT: 2633.54 S,♦ H / 45 � � EO O _ l �8"w � rPRKORY� / 46 /l \ ATEj N / 17 LF OF I 35 1 I N 8 SS .� / / 47 / / \ _ V) 18" PVC @ 0.12% 1 I 8.. / / ^ z SSMH 10 W 8" PVC 2.75% � III ( SSMH 3 400 LF OF 48 z \ @ \ EX. WATER LINE RIM: 2631.03 RIM: 2645.57 � � � / 49 � � � � w 1 _ _ MH COVER:6.6 8"SS / / D 1i IN COVER: 2 2 Q INV OUT: 2638.26 / SSMH 13 50 I 21' INV IN: 2612.25 o 1 / B/C INV OUT: 2612.15 U) LO 00 I 5 I 64 S' RIM: 2630.11 I ¢ N 34 s/ I 8„ MH COVER:7.0 / / 51 o N N I W aB/C 5, 8" W J- INV IN: 2622.54 52 a o _ _ INV OUT: 2622.44 / / 0 z 53 � o 1 _ _ 47;1 �I \N 11 V 8'� / 1/(PROP. GATE W/ LU = co 1 I TR0 A I I N �S - / KNOX BOX I CT - PROP. FIRE HYDRANT \ - - I _ 202 LF OF I - Y � co 18" PVC @ 0.12% N I 33 I 63 RIMS2634.05 ` / 5 I 3 I / o 0 - - ' I 5 MH COVER:5.8 a0 `� � � \ - - S/W / I INV OUT: 2627.61 74 82 LF OF I 1 1� - I 66 I 47' I 8" PVC @ 2.75% V \ 54 58 TRACT BLOCK 1 I IQ z 7' - 5' i TRACT - - � - _ _ J 33 I I SSMH 12 I 51 z S/W B/C 5 - _ RIM: 2629.17 PROP. HYDRANT I 27' S W- - r- O LU I 32 j ro - - � S/W 75 MH COVER:8.4 I B/C - - 10, C 0- I 62 k I 1 INV IN: 2620.19 Z I 0 I MULTI-USE PATH W C) - - I I co 73 INV OUT: 2620.09 55 >- co I Lu z I Ur _ _LLJ � 319 LF OF ° I 67 I co � � � � 11 � 0 EXISTING WAVERLY Q �l It 8 PVC @ 1.50% I 224 LF OF ° _ 3 Q I 1 I m _ 8 PVC @ 0.50% - co I Z _ z � 3 IW J PLACE SUBDIVISION I I - Z I _ _ 1 _ _ I _ C _ (NOT A PART) W I 31 I _ OJ W 1 - _ 182 LF OF - a �' N - - - w Lli Q 8" PVC @ 0.77% Q SSMH 2 LLI 0 I m _ I RIM: 2629.30 z z - EX. 61 o a I 76 I 0 a 56 I I I I MH NV NO26R 1�618 = - - - _ = Z �I 68 Q 72 I I Ito I a 140 LF OF 1 INV OUT: 2611.81 ~ w Q EX. 8" SEWER LINE I I _ _ LLI I BLOCK 1 _ _ 1 I c L _ 18" PVC @ 0.12% I Uj w Q �_ I 30 1 - _ - _ 13 _ - � _ _ 47' I � � w -I I _ - 5' TRACT SSMH 4 ? O z L1J 44 LF OF 0 S/W 3 5' RIM: 2628.96 1 _ I Z I 8" PVC @ 0.50% SSMH 11 MH S/ MH COVER:15.3 ( Q 2 60 LLJ z _ co I 77 RIM: 2629.62 I W 57 INV IN: 2613.10 1 11 1 - w w Q SSMH 9 69 71 I MH COVER:10.4 I INV OUT: 2613.00 00 j RIM: 2641.73 INV IN: 2618.69 p PROP. BOLLARDS I MH COVER:7.7 PROP. FIRE HYDRANT SSMH 15 INV OUT: 2618.59 SSMH 5 p � - EMERGENCY ACCESS ONLY INV IN: 2633.47 � I �' RIM: 2633.79 RIM: 2629.42 _ _ _ _ 44 LF OF N MH COVER:14.5 Q I 29 MH COVER:6.7 J I N INV OUT: 2633.37 - - �- 8" PVC @ 0.77% INV IN: 2614.37 5_9 _ INV IN: 2626.49 70 1 INV OUT: 2626.39 - - - - - I INV OUT: 2614.27 _ i 1 SSMH 1 EX. SSMH - - - - 40 LF OF 8"W _ ti - W U U 8"W 8"W-� _j 8"W /� MH COVER:.016.8 O 28 [;" PVC @ 1.50% En 8"SS 8 j m - - N - 8»SS - - 8"SS - - N " - INV IN: 2612.47 I o 8 SS / - INV IN: 2611.64 m - - T - - - - - - - - - 124 LF OF LO 30 LF OF INV OUT: 2611.54 } p 1 SSMH 8 S. FIDDLE LN. SSMH 7 SSMH 6 8" PVC @ 2.90% co 8" PVC @ 3.90% 10' z z RIM: U C� RIM: 2640.73 � � RIM: 2631.36 27 LF OFMULTI-USE t� PATH - 1 (PRIVATE) MH COVER:7.2 = w I MH COVER:7.4 1 261 LF OF MH COVER:12.7 I I 8" PVC @ 1.93% I 14' p INV IN: 2632.78 240 LF OF INV IN: 2625.72 ° INV IN: 2618.07 p U p INV OUT: 2632.68 8" PVC @ 2.90% INV IN: 2626.17 I 8 PVC @ 2.90% INV IN: 2618.25 125 LF OF ' ACCESS APN: R5443010202 0 27 INV OUT: 2625.62 INV OUT: 2617.97 18 PVC @ 0.12/° (NOT A PART) a o 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 a o 1 I co SSWROESMT 1 Q j Q EXISTING SEWER MAIN z z z I I I TO REMAIN IN PLACE. z U = > w w w - - p RR IRR GIRR- GIRR GIRF - - - - - - / SEAL EX. SSMH 016-12 / PRELIMINARY EXISTING TIE INTO EXISTING SEWER RIM: 2630.07 / N MH COVER:18.1 FOR REVIEW ONLY SNORTING BULL INV IN: 2611.39 NOT FOR co SUBDIVISION NO. 2 INV OUT: 2611.29 / CONSTRUCTION co (NOT A PART) ; Kimley>>>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 ''A, O 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 owwhat'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 346 '2" W _ — — I S. WE��S ST — — _ PROP. FIRE HYDRANT PROP. 12 WATER LINE _ `n EX. SSMH-1 I I — — MH COVER:7.6 RIM: 2639.57 a EX. 8" SEWER LINE 438 12 — — 28 LF OF I IN IN: 2631.33 — 8" PVC @ 0.40% Cn I I 12 W — 8'SS w — PROP. FIRE HYDRANT I I 3 I 2 — � — SSMH17 I I 5 I 4 9 RIM: 2639.95 I 7 6 M I I I O H COVER:7.8 — — INV IN: 2631.54 I INV OUT: 2631.44 14 I I ^ Z C — — I 1Ui I 7 I °o N I I I o LO COMMON LOT I I 25' � co N - - F i 7 -pa 5, I BLOCK 2 i ROW o N 5' 18 U) C'j o 0 266 LF OF I S/W B/C ° o LLl 8" PVC @ 0.40% — — — I I w oco 1 I 6 ui — I co 0 COMMON LOT — — ! I N BLOCK 1 5 I I I I I N o m p I 47' I I I I I I I I I i I � EX. 12" WATER LINE w I Row I 8 I 9 I 10 I 11 I 12 I 13 I I i t w l w 4 Iro I > I Z = I 5' 33 5 I PROP. FIRE HYDRANT I > O 07 S/W B/C S/W U) I W — — I � � — / it _ _ S. LONGITUDE DR. _ _ _ _ _ Z W NMID ES 3 I ��' TIE INTO EXISTING 0 z M1 — — 12 WATER LINE m Q J 8" °° C) 8„W 8„W J O 2 I — b 0 (n ~ 2 8"SS "' �— m 8"SS N N = w oo SSM 18 206 LF OF SSMH 19 H �/ z RIM: 2642.57 8" PVC @ 0.60% RIM: 2644.51 Q MH COVER:9.3 MH COVER:9.9 w 0 INV IN: 2632.71 INV OUT: 2633.95 I w INV OUT: 2632.61 I 0 Z LU O _ w LU Z I w I ~ GRAPHIC SCALE IN FEET ~ 0 20 40 80 Q = J O z 1 APN: R5443010204 I (NOT A PART) I m 1 1 z LU o 0 1 CD 0 I 0 0 0 1 a 0 o I M w � o zo z z � / I z 0 / I w w w ss / Q o Q Q � � U U 0 IL CO CO - - — � - - — �� — - - - - - - - - - - - - - - SEAL PRELIMINARY FOR REVIEW ONLY NOT FOR / CONSTRUCTION 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 ''A, 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 owwhat's below UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig 07 OF 11 S. FIDDLE LN. 2656 2656 2652 w 2652 z 0 0 00 Co Co Co c° 2648 N 2648 N r, M nO (D N + � N Cp 0 (o ~ ^ 0 ) H ^^ 2644 < :� > > o v 2644 cn cn Fy z z 0 Co U� CO CO N O - - - - - _ _ O uj � N U- 2640 - - - - NON N N W 2640 - - - - - - - - + I'7N N JJ � ~ G — r-, N (fl � EX. GRADE ® = � N ? z o O ROADWAY a > > > H 2636 ` � - - - - - - - - - cNnc~nE Z z ~O 2636 - - - - - - - - - - - - - - - - _LLJ W 2632 Cf) 2632 LU Z_ Q > J r0 = 2628 U 0 2628 0 2624 2624 O 261 LF OF 7 8" PVC @ 2.90% 2620 2620 Ui W Co 2616 2616 ° N A ] a Z N N Z a) co Z o 2612 2612 O C:) W (0 Co J p Co co 0 2610 2610 ■ Y 04 10+00 11+00 12+00 13+00 � N o .N 2656 2656 z 0 07 2652 2652 > z m Q J O 2648 2648 C/) 0- = Lli (D W 0 Z — _ � Z 2644 2644 Q LIJ F-- LIJ � zw O 0 00 Co w � z LU H ,� ao ao .� cn 2640 = of .� Z Ld 2640 _ LL 0 O N r- O Co (D 00 Co w N n — — 04 N CO O 00 o0 Z r7 • c0 cfl N O � LLI a. + P7 N N N � O N C D 2636 O C° � N •• z � � � N rn0vi Ooci � � 2636 F- = z z 0 Lo of rn — ai 0 — — N N W > > > Lo C° � N ~ +Co N N + N N N GRAPHIC SCALE IN FEET Q Z z Z � N � c0 � � I- cp „ W EX. GRADE C�? 0 � NZ z � NZZ z 0 10 20 40 J ROADWAY � � > > � Q .. — 0 � Q — 0 2632 W - - - - - - - - - - - _ NN � z z � � � > > N < � > > 2632 Z - - - - - - - - - - - - - - cncn � z z cncn � Z z z J — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - HORIZONTAL _ — - - - - - - - - - - - - - - - - - - - - 10 0 V - - 2628 Q - - - - - - - - - - - - - - - - - 2628 } m } m m o 0 J W W Z F- 5 = w 2624 2624 w o U o > o CD 2.5 0 d o w o d o 2620 2620 0 a M LU _� o 0 Z o - - I 11 z Z U 2616 2616 w w w � J J < 0 U U 0- Co Co SEAL 2612 30 LF OF O 2612 PRELIMINARY 8" PVC ® 3.90% 27 LF OF 2610 8" PVC @ 1.93% 2610 FOR REVIEW ONLY 13+00 14+00 15+00 16+00 17+00 17+50 NOT FOR NOT Kimleyl Horn Klmley-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 ''A,AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED O 8 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 owwhat's below UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig �$ OF 11 S. HICKORY LN. 2656 � 2656 o 00 0 U� � 2652 2652 N � OCO � 2 " O > 2648 N N F z 2648 2644 — — — — 2644 z ^� 2640 N w - - - - - _ o co tea, 2640 _ o o — — \ L6 CO D6 rn 0 0 \ cfl � 04 o \ EX. GRADE 2636 \- - _ ROADWAY q � oN N " + � " - - _ _ M + � N NZ o 2636 — — N z > > _ � E Z Z 2632 - - - - - - — cocoE Z 2632 ow - - - - - - - - - - - - - 2628 0 — - - - - - - - 2628 2624 2624 O 2620 Q 2620 Z 2618 2618 Ui LouQ 10+25 11+00 12+00 13+00 14+00 15+00 15+50 co o � ) co U) 00 E. HARP LN. 00Z N N Z � co Z o O z _ v o W co co p co 2656 0 v 2656 ■ Yco 0 0 00 N L6 % o g .N " o 0 V) r; rd 2652 z Oo �- Ir w : N 2652 00 0 ,� Sri - 00 `o ,� � � � Ln 00 Coo PO _ 040 Z 2648 �,� N °"° N c�'n c~n o' z 2648 NI�' IPO C5O N + N + � N � oN > > 00 0 O Z Z = � 04 o N � > > EX. GRADE © _ _ _ _ - - - - - - - - — — — — — — — 0 2644 � > > rnrnFyz Z ROADWAY - - - - - - - - - - - 2644 co 2644 V) V) z o - - - - - 0 00w (n _ - - - - - - - - - - - - - - - . > W (,r Q - - _ - - - - - - - - - - - - - - - - - - - - U LLI 2640 2640 Z W = Z � > Q (Do W 2636 2636 W O z W LL (D 2 2632 Q 2632 W Z 40 LF OF 0 W 2630 8" PVC @ 1.50% 2630 9+75 10+00 11+00 12+00 13+00 13+75 GRAPHIC SCALE IN FEET ~ 0 10 20 40 Q E. EQUATOR LN. HORIZONTAL 10 w" � m m 2644 o v co 0 00 2644 m o 0 o N 00 00 co O 00 m ( Q Z Y Z U 0 N I l c° cfl `o 5 Q w 0 0 " 0) LO N 2 W 2640 °' — `n `° or- N C° o 0 � " N N O N 0 � " 2640 > o o U o 0) PO N 00 (o � NCp � 2.5 O O N d CD2 � Nz Z = Z O = O o W O � Q > > > V) I--- > EX. GRADE @ cn � � z 0 a co o � � o- _ 2636 Wco N - 2636 0 1-- ? z N N E z z ROADWAY II II z o = = z - — — — — — — — — — — — — — — — — — — — - - I-- - - - - - - - - - - - - - - - — — — — — — — — — — — — — — — — - - - Z = > 2632 2632 Q J J 0 Q Q w w > 0 IL C0 C0 Cfl O 44 LF OF SEAL 2628 8" PVC @ 0.50% 2628 PRELIMINARY FOR REVIEW ONLY 0 NOT FOR 2624 2624 CONSTRUCTION Kimley*Horn 9+75 10+00 11+00 12+00 12+75 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 ''A,AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED O9 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 owwhat's below UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig 09 OF 11 E PEGRAM LN. Cn z w S. LONGITUDE DR. 00 2640 `�' 00 °° � o z 2640 2656 z 2656 0 CO O N lr--� co 0' M O (0ap 00 w O O O O N O O OMN N 0Nco 00 0 0 O �" 2636 �_° °' N z z D 0 C° - N . r- oN 2636 2652 �' - CO �� ro 2652 O 0� N ri 00 + N N N O O O O N (n < > > > � 0cp ~ N + NN H N (n (n0_ z Z Z -F ZO CNN Z 0r- N rO ON � � � Q � > > O OLOr7 (0 � N � 2632 En 0 E z z U) � > > 2632 2648 + N = 2648 EX. GRADE Cam? - - - cncno' z z o0oco � c�n � � > — — — ROADWAY = � N z o C/) Fh z - - - - _ � Q > > EX. GRADE — — — — � � z z ROADWAY — — — — — — — — — — — — — — — — — 2628 2628 2644 — — — — — — — — — - 2644 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - o- Ln > 2624 co 0 2624 2640 2640 o' � w M O 2620 0 2620 2636 2636 44 LF OF 2616 8" PVC ® 0.77% 2616 2632 0 2632 a 9+75 10+00 11+00 12+00 12+50 10+00 11+00 12+00 12+25 1= S. GENTRY LN. L 2644 2644Mr O J " ^ O 00M W ^ ^ W 00 J � 00 J 2640 C14 (0 N 00 ,n z w" .� 2640 � OCT L oo " c0 �"� No ^ Z O + ON rON 00a0 M N w p 0 O O >I Q 200 � N O N � � nr, . 2636 � — NU OcpN � OCn MON cD 0 � 0 � N pLo � Q � > n � N .. N � � N r- 0 N = + ON 2636 �, Q co o o W (n0' z � Q > O NN � N H r) CN N Cf) Q a�i N (nH — � N Z00 (n (n0' z z 2 .. Z O � NZ z Q � > > z 2632 EX. GRADE C�? � Q � > > � Q > > w � � z z_ o o _ - - - -- - _ ROADWAY v�iv~iFhz z U) � � z z z 2632 w M J p 00 - - - - - � � - - - - - - - - - - - - - - - - - - - - - - - - - N � - - - - - - - � - - - - - - - - - - 2628 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CD 0 - - - - 2628S4000 0 m° 2624 2624 z O 0 w U) 2620 0 2620 z m Q J O 2616 2616 0- _ W 0 z 202 LF OF 18" PVC © 0.12% 0 125 LF OF 18" PVC @ 0.12% 2612 Q 2612 140 LF OF 18 PVC ® 0.12% 17 LF OF 0 LLJ 18" PVC @ 0.12% W z� W� 2608 2608 LL CD 9+75 10+00 11+00 12+00 13+00 14+00 15+00 15+31.70 Q z LLJ E. GULF DR. GRAPHIC SCALE IN FEET ~ ^w 0 10 20 40 Q J (n O O 2652 " 002652 ^w 00 —Qc� HORIZONTAL J CO � N 10 o �= U o O " L6 0 2648 O 00 + N 2648 m 00 C r7 � � � r7 CNN JLLJ m 0 OOr7 N = � z 0 Q z Y z I o � ccoo + r�7' N < � > > 5 � Q w = + r7N � Oco cncno' z z 0' 0 = w 2644 U) o N o 2644 > o U) z = EX. GRADE © o x � � > C/) F--' z ? ROADWAY - - _ - - - - - - - - - - - � 2.5 a o wcno' z - - - - - - - - - o w o 2640 0 a_ co ui M o - - - — 1 Q N z o z _ z U 2636 w 2636 w w w I� o o U) C/) U SEAL 2632 0 2632 PRELIMINARY FOR REVIEW ONLY 28 LF OF NOT FOR 2628 8" PVC © 0.40% 2628_ CONSTRUCTION 9+75 10+00 11+00 12+00 13+00 13+25 Kim ley*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 O 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 3 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. Call of 11 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig PHASING DATA PHASE # SFR BUILDABLE LOTS 1 61 2 20 TOTAL 81 z O a U W I W Q APN: R5443010080 I Q I APN: R5443010170 O APN: R5443010160 -i■■ S FAPN--R5443010239] LU �� Z LU Q 00 U) 00 00 co ¢ 0Cn N 04 I ¢ `° — U o S. WELL= - - � I o z " / ♦ — `� — — — I - co o N1 1 —� - - - co 04 O 0 a) ORY Ckl I �\R�VATE) LN PHASE LINE I — O I z > LUN I� 1 I - - / I w I _ _ I I Lu v � ' 1� _ - - LU � J Y 1 ► � j I I . _ _ ' I ' I I I I I I I LU Q a T L I 1 Q � — — Iz 1 W / - - 1 1 U 0 a I r� J — 1 1 = v Z 1 � LU Z ~ ' �-- - - 1 w Cn O w z 3 S. LONGITUDE DR. � Q I m I / L O LLJ 0 a 1 Q � I W 1 - - - - - - — y- - - — - - - - - - - - _ 01 I 4-1 LUN a a I I I 1 � o _ I L 1 I I I I I 1 I I I I Q I 1 I i I I I I J — S. FIDDLE LN. I I - - - - - - - - — — - 3 i 1 APN: R5443010204 (PRIVATE) o ' 1 z LUz ' I CD I I I I I 1 I I I I I I I I I I I I I Q co APN: R544301 0202 0 0 0 o IL / 1 0 a I I I I I I I I I I I I I I I 0 o 0 CL LU ji Q z / / Z Z r z >- g z 0 J w 6 EXISTING SNORTING BULL / / a 0 Q Q co LU o c SUBDIVISION NO. 2 / GRAPHIC SCALE IN FEET a W W N Z / / 0 30 60 120 SEAL = oFD PRELIMINARY -4 c / � O z FOR REVIEW ONLY coNOT FOR CO U CONSTRUCTION N Kim ey>#Horn CD o Kimley-Horn and Associates,Inc. C U CL Y o j 3 CAUTION: NOTICE TO CONTRACTOR t SHEET NO. 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 ''A, w w Y ? AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED I I g ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION ' L CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE o a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING owwhat's below 11 OF 11 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig