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HomeMy WebLinkAboutPre-Plat-exhibit V1DWRIDIA )- APPROVED ovtsi22 PERA PLACE SUBDIVISION PRELIMINARY PLAT 50.0' 2.0' 47_0• 2.0' 3.5' EXISTING RIGHT-OF-WAY 5.0' 16.5' -0APPROX. 14.0' 5.0' 16.5' 16.5' 5.0' 3 Q o 3 Q o w Q o^ EXISTING PAVEMENT w� w� I Iwo MIN. 2.0' E?uj0 na n t1.75% u�-a01 t1.75% t1.75% SAWCUT VARIES 2% 2% r -ROLLED CURB AND GUTTER AND GUTTER 14" PIT RUN PER ACHD MIX PER ACHD SD-702 PG SP-3, 0.50 INCH (J¢") MIX PG-5828 SD-702 * PG-5828 4" 3/a" CRUSHED AGGREGATE BASE *14" PIT RUN 4" 3/4" 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 Ij441 BOOK 1 PAGE 17790 „ S89'3442"E 291.8 ' 0 UI BENCHMARK I SET SPIKE U EL. 2 g NAVD 88 DATUM541.22 m z1 I i" ui tp z 19 EXISTING TREE AREA 71736` 1.65 �2 \ I S47 N89'06'13'1W 311.32' N44'19' UNPLATTED ZA COMMOjjJJS SUB N0. 2 )OK 117 PVGE 17794 T.4N, R.1W, SEC. 27 MERIDIAN, ADA COUNTY, IDAHO _ 48.0' MINOR ARTERIAL Ys RIGHT-OF-WAY 48.5' 5.0' APPROX. 12.0' Y = EXISTING 3 ¢ o PAVEMENT ui I nuiw mdo VARIES t1.757 N BLACK CAT ROAD HALF STREET SECTION -NTS- �2539&-� BLo 1 1 ----1 i I 1 sFI 0.18 J L -zags E_ J L _7s35_sE_ J L� R I - -'T r - - � 65 65 65 65 65 1 44s, I - r 44 7 r --� r--� r--� 0. 10 1 I� 12 I�52@97 I� 14 I� 1 16 -7 19 SF L 0304F SF 15298 SFI 15297 SF 1 15297 SFI 15319 SF �.9 7- 19 929.30' �2 - 34. I I I B CK 1 1 1 I I 3 58 23 122 121 I 0 119 io �707 Sq W5 Sit �496 SIB �49 S �498 SIB L0.13J L0.13J L0.13J L0.13J --a..+3 42 AVILLA DR. 2.0' SIDEWALK EASEMENT 30.0' 20.0' 5.0' 5.0' w w z z g � 10.0' 10.0' 27 2_2 RIBBON CURB SEE DETAIL THIS SHEET 2J¢" SP-3, 0.50 INCH QY") 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. T l VICINITY MAP SCALE: 1 "=500' 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 i 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 r--� UNPLATTED 6673 SF I ' I ssso SFI74 F OPFN NI 6499 SF I 5726 SFI- L __o_ 5_ _ J L - _ 0.13 J r-03-1FS- J I -1�o-3 16614 SF I I L___ 5836 SFI 3 M1f603 SF __1 5_ I J Q u� I BLQC 12 I f O I 1 I livr I I 2 1 ® I 1 8780 SF 1 I 13037 SF I 4 F 1 L 0.20 - J L - 0_3 J 0. D PRIVATE SHARED DRIVEWAY o -M C3 N a 1 O - - - - - 1 I I O 22277 SF y^y I 0.51 © Q5 ' 1 1 001 1 I 1 8877 SF I I 13566 SF 5 150.3 --J 330.5 ' II BLO 2 11 II I �7533 SF I 17481 SF I 17483 SF 1 1 7484 SF 7574 SF II 0.17 017 J L.J L0.17J L0.17J L__ 0 - 7�1t_o 5860 SF 6669 SFI L--- 0.15 _J PACE r 1 8 1 F- _t25i 2 015726 SF L� I J L I 6515 SF I L_ - r 17r-�250- iD15836 SF I I 6 1 SFJ Ln1__J L_ o.15 r 1 fi - LLi Q r- -t25- 3 80, 10 1O 3 F I I JI L I L 6661 SF I 0 15 17 ��-- x 1O �i2� X1 L=iJ - 1.06 W _ ---=-J ? r 1 - �2fr J BLACK CAT ESTATES #2 M1�593 SF I N "I " ss3s s U M J BOOK 32 PAGE 1945 L o1s _ J o L - _ 0.13 L _Q_ J 0.15 J of r 14 1s' - zl - 6 - ,oI 6583 SF I I L_ 5836 Sf 0.13 J O " �L8o63 F J I 66 15-J^ �t24- 7 J - tBX f 13 r 6573 SF I I u] L 5836 SF J b o.1 I 66 1 SF I _0.13 .15_J 5439 5F726 - L SF oiJ 013 J VXF o r I 1 1 1 I �2Fr C? NI 6590 R2 8 n Fk2 5860 SF gel' 2� 8 r_ 1 5860,SF 6752 SF m I - - d _ _EXISTING BUILDING AND HNEcS ��pninlr, nnln FOUNDATION TO BE - - m FOUNDATION TO BE REMOVED AND DISPOSED s �o REMOVED AN - OF OFF -SITE BLACK CAT ESTATES #1 m BOOK 29 PAGE 1798 a z z g S.28 S.27 rn m S.33 S.34 SITE PLAN CP&F N0. SCALE: 1"=80' 2015-079245 1- VICENZA COMMONS SUB BOOK 114 PAGE 17014 BLACK CAT ESTATES #2 BOOK 32 PAGE 1945 20 80 240 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 OP 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 #11P TEST HOLE W/ PERCOLATION TEST T EXISTING TELEPHONE 0 #1 TEST HOLE G EXISTING GAS LINE T INSTALL STOP SIGN UP INSTALL UNDERGROUND POWER INSTALL STREET SIGN TOB TOP OF BANK RR 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 0C.O. INSTALL CLEAN OUT ABBREVIATIONS: BRG BEARING NF NEAR FACE q CENTER LINE OP OVERHEAD POWER CLR CLEAR OPP. OPPOSITE EG EDGE OF GRAVEL P/L PROPERTY LINE EL 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 d3 - -d3 THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES 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. FS FINISHED SURFACE SD STORM DRAIN G.B. GRADE BREAK STA. STATION IRR GRAVITY IRRIGATION TBC TOP BACK CURB INV. INVERT TEL TELEPHONE UTILITY LT LEFT TYP. TYPICAL ME MATCH EXISTING W WATER MJ MECHANICAL JOINT eves BEGIN VERTICAL CURVE srnnoN EVCs END VERTICAL CURVE srnnoN I RvrF BEGIN VERTICAL I wrr END VERTICAL (0 ° Lu 6 �Zm Q- U //fj U � C� Q'o 0 N N vV:: 0 J ? axLu w I� Q Lu 2 LL 2 �W°W Q U -Z '_'o D05 Omaw v �n J �Z ` / W w oa W m Z J Q W Q WIt, NNW J�W LL Z V o co = a Z N 0 0 N > O O ° O O � rn ' VJ Q �J E o o M � W � VJ Q CL z LU Z ym U � U = J LU (a Q `m 3 ° J W 9a �m O U) 0 LLI U O>0 O zQ= m Q aQ��Mp D °-Oo4z U) z > wm--0 Q o2Ez�q w 0 Lmu < < a V- zwLLw Qw oJZZ� J aa0w0� (La ;2_� � a} Q z I.LI 0 a J 0 > 0 O O a O Z F_ Q ¢ (L 0 H x E U) x z O0 U 5 x Lu w o LU LU =) Lu N N N LLI N a 0 0 0 SCALE: Shrot Numbcr 1 "=80' 1