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CC - Pre-Plat-exhibitPERA PLACE SUBDIVISION PRELIMINARY PLAT 50.0' 2.0' 47_0• 2.0' 3.5' EXISTING RIGHT-OF-WAY 5.0' 16.5' _ APPROX. 14.0' 5.0' 16.5' 16.5' 5.0' Y Y 3 Q o 3 Q o w Q r^ EXISTING PAVEMENT wrr w� I Iwo MIN. 2.0' 01.1- in__ - 1.757 u�-arn t1.75% t1.75% SAWCUT VARIES : 2% 2% -ROLLED CURBAND GUTTER AND GUTTER 14" PIT RUN PER ACHD 21¢" SP-3, 0.50 INCH") MIX PER ACHD SD-702 2)�i" SP-3, 0.50 INCH (1¢") MIX PG-5828 SD-702 /., PG-5828 E *14" PIT RUN -%" CRUSHED AGGREGATE BASE OR MATCH EXISTING, WHICHEVER IS GREATER TYPICAL STREET SECTION W DAPHNE ST. STREET SECTION -NTS- -NTS- ICENZA OM ONS SUB NO. 4 Ij BOOK 1 PAGE 17790 „ S89'3442"E 291.8 ' to On ZZ th I/ D- `S 20 O co 0 UI BENCHMARK I SET SPIKE U EL. 2541.22 g NAVD 88 DATUM m zl I i" ui oo Z 19 7 m i L I m d � I I 1 I I \ i I s I 's s 1 l / s i s I s i S.28 S.27 i S.33 S.34 CP&F N0. 2015-079245 EXISTING TREE AREA 71736` 1.65 �2 \ I S47 N89'06'13"W 311.32' N44'19' UNPLATTED ZA COMMOjjJJS SUB N0. 2 )OK 117 PVGE 17794 T.4N, R.1W, SEC. 27 MERIDIAN, ADA COUNTY, IDAHO 4 MINOR ARTERIAL )'z RIGHT-OF-WAY 48.58.5' 5.0' APPROX. 12.0' Y = XISTING 3 VEMENT w FVPOA V)dIn RIES _ t 1.75% N BLACK CAT ROAD HALF STREET SECTION -NTS- I I BLo lCl71;_ _1i---� r-- \ 2539 SFI L 11 SF I I �• 0.18 J L -27.QB E_ J L -Ism, E_ J L O I ----I 1IL 4 65 65 65 65 65 I 44s, I - r 44 7 F---I r--� F_ 0. 10 1 1 12 Id1 13 I� 14 I� 1 16 I L-7509 SF J L 030� F I 15299 SFI 15297 SF 15298 SFI 15297 SFI 15297 SFI 15319 SF �A,7- 19 929.30' -52 - 39 -1 r- 3&- F_-1 I I I l3l. qCK 1 1 1 I I 48 122 121 I 0 119 io J5707 Sq W5 SIC �496 SIC �49 S �498 L0.13J L0.13J Lo.13J L0.13J L - 1 SIC 42 AVILLA DR. 2.0' SIDEWALK EASEMENT 30.0' 20.0' 5.0' 5.0' w w 0 0 10.0' 10.0' 2% 27 RIBBON CURB SEE DETAIL THIS SHEET 2J¢" SP-3, 0.50 INCH (J¢") MIX 10" PIT RUN PG-5828 4" Y'4" CRUSHED AGGREGATE BASE TYPICAL SHARED DRIVEWAY SECTION -NTS- � • , r+ 11.. CURRENT ZONING IS R-4 AND COUNTY, RUT. 2. PROPOSED ZONING IS R-8. (06 -� LUs� �Zm Q� j o'10 U //fj U C� QE0 0 N N OWv, J ? axx, �LLZ (n Z°W Q IU- U �� ojSZ `� ��> 0 Oaw in J m 19 Z W WmZ` x J Q W Q W NNW J 1W a Z v0 co = �a T I VICINITY MAP SCALE: 1 "=500' a 0. 3. SANITARY SEWER WILL INTERCONNECT WITH CITY SEWER IN N SEPINO AVE. 4. THE WATER SYSTEM WILL INTERCONNECT WITH THE CITY WATER MAIN IN N SEPINO AVE AND APPROVED BRODY SQUARE SUBDIVISION. 5. IRRIGATION WATER WILL BE SUPPLIED BY SETTLER'S IRRIGATION DISTRICT AND DELIVERED BY AN IRRIGATION PUMP STATION AND RESERVOIR SYSTEM. 6. ALL LOTS HAVE A 5 FOOT UTILITY EASEMENT ON THE SIDES, A 10 FOOT UTILITY EASEMENT ON REAR LOT LINES, AND A 10 FOOT UTILITY EASEMENT IN THE FRONT. 7. LOTS 1, 8, 9, 11 AND 20 BLOCK 1, AND LOT 10 BLOCK 4 WILL BE OWNED AND MAINTAINED BY THE HOME OWNERS ASSOCIATION (HOA). S. ALL STORM DRAINAGE FACILITIES SHALL BE OWNED AND MAINTAINED BY THE HOA. VICEN COMMON SUB NO. 2 BO K 117 PA E 17794 / LINETYPES: SYMBOLS: EXISTING CURB & GUTTER QS EXISTING SANITARY SEWER MANHOLE CONSTRUCT CURB & GUTTER O INSTALL SANITARY SEWER MANHOLE EXISTING SANITARY SEWER © EXISTING GRAVITY IRRIGATION MANHOLE S INSTALL SANITARY SEWER MAIN INSTALL SEWER SERVICE G O SD INSTALL GRAVITY IRRIGATION MANHOLE EXISTING STORM DRAIN MANHOLE S SD EXISTING STORM DRAIN ®D INSTALL STORM DRAIN MANHOLE UNPLATTED 6673 SF I ' I 5860 sFl J L__ 0.13 J r r--1 OPEN �I 6499 SIF I 5726 SFI- L�Js_ _J L__ 0.13 J r -o V25- J I -1t 16614 SIF I I L--- 5836 SFI 3 ® r -, 4 M1PIP603 SF 0.15- J BLQC < I!— o I I I O I I livr I ® I 1 8780 SF 1 1 13037 SF I 4 3F 1 J L - 0_3 _J 0. PRIVATE SHARED DRIVEWAY-M N a O 3 - r122277 SF 0.51 © 1 a01 I I 1 8877 SF 1 1 13566 SF 15 5 II BLO 2 II II I 533 SF I 17481 SFI 17483 SFI 17484 SF 7574 SF II 0.17 J L 0J .17 L 0.17 J L 0.1 7 10 C _4 . 5860 SIF L - v /p'O• 6669 SFI L--- 0.15 'ACE ' iN F 1 8 1 r- -t25j� - 015726 SIF I L I 6515 SF La1.a__J L_- )..15_J r 17 1e-J 1 r 15836 SF I 6 1 SFI M Ln1__J LLi L_ 015 J tO rg- Q r-�2s®-� 3 o 10 O 3 IF ILn L 6661 SF I I JI L 0 15 M Y ILLJ w ---=-JILL BLACK CAT ESTATES #2 nI�F L I iii 111 � �I J M J BOOK 32 PAGE 1945 o1s _ J o - _ 0.13 ,� L Qi 0.15_ J of r 14 1 e' - z71 6 -, �I 6583 SF 0.15 I I L 5836 SDI 0.13 @f3J 3 "'I 5836 SF L o.13 I J I 66 1 1s_ ��J 7 i- - - 7 �_ o M _ _ f 13 -ti�'�� ' _ J r- 7- 6573 SF L o,5 J I u] L 5836 SFI J N X 0.1 I I 66 1 SF I _2- __J - ,5_J -�g r ^� 8- J 1 te! 6439 5 F x I I ry 726 SFI �I 726 SIF v� 65 F SITE PLAN SCALE: 1"=80' n VICENZA COMMONS SUB BOOK 114 PAGE 17014 BLACK CAT ESTATES #2 BOOK 32 PAGE 1945 20 60 240 iiiiia 0 40 160 SCALE: 1" = 80' SD INSTALL STORM DRAIN MAIN ® EXISTING VALVE W EXISTING WATER MAIN ® INSTALL WATER VALVE W INSTALL WATER MAIN N INSTALL IRRIGATION VALVE J/T APPROXIMATE JOINT TRENCH © EXISTING WATER METER PI EXISTING PRESSURE IRRI. ® INSTALL WATER METER PI INSTALL PRESSURE IRRI. MAIN © EXISTING BLOW -OFF VALVE IRR EXISTING GRAVITY IRRIGATION ® INSTALL BLOW -OFF VALVE IRR INSTALL GRAVITY IRRI. MAIN A EXISTING FIRE HYDRANT LOT UNE INSTALL FIRE HYDRANT - - - - - - BOUNDARY/PHASE LINE STORM WATER FLOW - - CENTER LINE C_::� INSTALL STREET LIGHT PER CITY STD ---------------- EASEMENT LINE © EXISTING IRRIGATION PUMP -OUT 2547 EXISTING CONTOUR ® INSTALL IRRIGATION PUMP -OUT 2550- FINISH GRADE CONTOUR EXISTING CATCH BASIN INLET EP EXISTING EDGE OF PAVEMENT M CONSTRUCT CATCH BASIN INLET OP EXISTING OVERHEAD POWER ® CONSTRUCT PEDESTIAN RAMP FO EXISTING FIBER OPTICS 0 #1P TEST HOLE W/ PERCOLATION TEST T EXISTING TELEPHONE 0 #1 TEST HOLE G EXISTING GAS UNE T INSTALL STOP SIGN UP INSTALL UNDERGROUND POWER INSTALL STREET SIGN TOB TOP OF BANK ®® INSTALL 2-PARTY MAILBOX TOP TOP OF SLOPE ®0 EXISTING TREE TOE TOE OF SLOPE ¢ EXISTING UTILITY POLE EP EDGE OF PAVEMENT �� EXISTING UTILITY POLE W/ GUY WIRE EG EDGE OF GRAVEL ❑E EXISTING ELECTRICAL BOX SC SAW CUT LINE ❑T EXISTING TELEPHONE BOX • • - • • • SWALE FLOW LINE OC.O. INSTALL CLEAN OUT ABBREVIATIONS: BRG BEARING NF NEAR FACE ¢ CENTER LINE OP OVERHEAD POWER CLR CLEAR OPP. OPPOSITE EG EDGE OF GRAVEL P/L PROPERTY LINE EL I ELEVATION PC POINT OF CURVE EP EDGE OF PAVEMENT PI PRESSURE IRRIGATION FF FINISHED FLOOR PT POINT OF TANGENT FG FINISHED GRADE RT RIGHT FL FLOW LINE S SANITARY SEWER ui N_ o ro cli Z > O 0 o O O m ''^^ cn >J Q �o .0 a M � W � Q 0- z W Z xm U� m t JJ LU CL Q `m 3 Ix Ca w OT .co O U) 0 LU � U U>(.0co0 co zQ��= mQ a<cc00mp Es OO�z U)Z WWm--O p wp0001w ()W 3wLLOwLU Q OJz�z J CL LU 0 � d a Lo aLL } Q z LU 0 a OJ > 0 O 0 O dZ F_ Q ¢ a O V Lr x E Tn z O U - �' LU 5 LU o W LU cn cn W FS FINISHED SURFACE SD STORM DRAIN G.B. GRADE BREAK STA. STATION J p d3 d3 - J d a Z } co IRR GRAVITY IRRIGATION TBC TOP BACK CURB INV. INVERT TEL TELEPHONE UTILITY N N N W LT LEFT TYP. TYPICAL O n O N ~ Q ME MATCH EXISTING W WATER 0 0 0 THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES MJ MECHANICAL JOINT N 7 0 Z IBvcsI BEGIN VERTICAL CURVE sTATION EVCS END VERTICAL CURVE STAnON SCALE: "=80' Sheet Number: 1 ENGINEERS, INC AND THE DESIGN AND IDEAS WITHIN ARE NOT TO BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF LEAVITT & ASSOCIATES ENGINEERS, INC. BVCE BEGIN VERTICAL CURVE ELEVATION EVCE END VERTICAL CURVE ELEVATION