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PZ - Preliminary Plat LINETYPES; 0 ----------I----------------- EXISTING CURB & GUTTER Uj 0 CONSTRUCT CURB & GUTT 0 EXISTING SANITARY SEWER ON Its -k IINSTALL SANITARY SEWER MAI o 47.0' RIGHT OF WAY .j < X son CL INSTALL SEWER SERVICE LL Uj ui EXISTING STORM DRAIN D---------33.0' (BACK TO BACK) ....2 O' 5.O' 5.O' 0. z CD Z) 0 R ......16.52 16.5 ..........Now am D INSTALL STORM DRAIN MAIN............... ...... 06 EXISTING WATER MAIN............................ 0 .............. ...................... ...................... .............. IW................... INSTALL WATER MAIN ... .. ...... ..............1.75% 1.75% co ............2% 2% III 0 INSTALL WATER SERVICE --------------...... EXISTING PRESSURE IRRI. ROLLED CURB Uj ..........\_31' HOT PLANT MIX ASPHALT AND GUTTER 18" PIT RUN ............. 0 INSTALL PRESSURE IRRI. MAIN Uj 4 -Y4" CRUSHED 8"PI N ... %%moo EXISTING GRAVITY IRRIG I L16 LU ------------WPICAL MEET SECTION, NOTES: ............... 0 NTS- IRR INSTALL GRAVITY IRRI. MAIN N r 0. ........... ..... 1. CURRENT ZONING CLASSIFICATION: RUT; THE PROPOSED ZONING IS R-8 MEDIUM DENSITY RESIDENTIAL ..... NN AFTER ANNEXATION. LOT LIN E .......... BOUNDARY/PHASE LINE 2. SANITARY SEWER SYSTEM WILL INTERCONNECT WITH THE CITY SEWER SYSTEM ON E. VICTORY ROAD. CENTER LINE 3. WATER SYSTEM WILL INTERCONNECT WITH THE CITY WATER MAIN IN E. FATHOM STREET.SITE SUMMARY: 4. IRRIGATION WATER WILL BE SUPPLIED BY AN EXISTING NAMPA & MERIDIAN IRRIGATION DISTRICT PUMP EASEMENT LINE LO STATION #50 (TUSCANY) WITH 2 CONNECTION POINTS TO AN EXISTING PRESSURE IRRIGATION MAIN. NAMPA TOTAL ACREAGE 7.35 ac ......& MERIDIAN IRRIGATION DISTRICT REQUIRES THE PUMP STATION TO BE UPGRADED TO ACCOMMODATE THE EXISTING CONTOUR 2547 ........ 0 A TOTAL LOTS 32 DDITIONAL CAPACITY.RESIDENTIAL LOTS 28 FINISH GRADE CONTOUR IIE 5. ALL LOTS HAVE A 5 FOOT UTILITY EASEMENT ON THE SIDES, A 1 0 FOOT UTILITY EASEMENT IN THE REAR, A 0 GROSS DENSITY 3.81 DU/AC 0 FOOT UTILITY EASEMENT IN THE FRONT AND A 12' UTILITY EASEMENT ON THE BOUNDARY. I... ............. EXISTING EDGE OF PAVEMENT .....�i 06 ............ ........ ..... NET DENSITY 5.64 DU/AC ---------- I6. LOT 1, BLOCK 1 IS A STORM DRAINAGE LOT TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS OPEN SPACE 48,251 SQFT. (1 5.07%) "a Im> .................... .........ASSOCIATION AND SUBJECT TO AN ACHD STORM DRAINAGE EASEMENT. EXISTING OVERHEAD POWER -- w O.?J %ACINITY QUALIFIED OPEN SPACE 37,918 SQFT. (11.84%) .. MAP, 00 00 SCALE- 1 =300'54,407 SQFT. 8. THERE ARE NO TRAFFIC IMPACT STUDIES REQUIRED BY ADA COUNTY HIGHWAY DISTRICT. IEXISTING FIBER OPTICS CURRENT ZONING RUT 0 9. FUTURE LOTS 4, 5, 109 AND 1 1 BLOCK 2, ARE DESIGNATED AS COMMON LOTS TO BE OWNED AND .................................... ......04 EXISTING TELEPHONE 04 PROPOSED ZONING R-8 ....... Icn MAINTAINED BY THE HOMEOWNERS ASSOCIATION UPON COMPLETION OF PHASE 2.......................................................... . ....... SYMBOL cq 10. LOT 10, BLOCK 2 IS SUBJECT TO AN EASEMENT FOR AN EMERGENCY PAVED ACCESS AND PUBLIC UTILITIES AND WILL HOUSE A 5' PATHWAY TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. EXISTING SANITARY SEWER MANHOLE INSTALL SANITARY SEWER MANHOLE EXISTING GRAVITY IRRIGATION UNPLATTED I INSTALL GRAVITY IRRIGATION .0 CO I E z EXISTING VALVE 0 CONNECT TO ..... 0 0 EXISTING INSTALL WATER VALVE V) DRAINAGE BLOW OFF ASSEMBLY PIPE --------- ......--- ---------- x x V _x_x INSTALL IRRIGATION VALVE 0 ........... aim) .......... ........... ...... ........ EXISTING WATER METER 00 >1 4)ca C7, arm ol 31�791 43.70 Ld INSTALL WATER METER r 00 FUTURE ARANDON EXISTING I....... EXISTING BLOW-OFF VALVE COMMO DRAINAGE DITCH DRAINAGE N OPEN oe 0 --aEAC PHASE IU_-ROUTED R E 0 ................. --------- IV)Lu 00 cn............... Iry tDkc 000, I0010 -OFF VALVE INSTALL BLOW LL_M ----------------- ...........IEX I STI N G 10;w CN 0. 00 0)0 ry C)S EXISTING FIRE HYDRANT Ld 0 L A N 0or HORSE TAB. 0 6 @n))) cr)0 TO REMAIN TO BE REMOV >1 c/) M z AN INSTALL FIRE HYDRANT 100,95.0'HASE p ILo x 265 (V ---------------- (00 r .... co INSTALL STREET LIGHT 0 (O 07 LO I Ic;9 1 n' CD LO EXISTING IRRIGATION PUMP-OUT LO M INSTALL IRRIGATION PUMP-OUT LL. ----------------.............000,0 BLOCK 2 Ix z EXISTING CATCH BASIN INLET 0 95.0q ....... ......7,i OME TO FU V) LL_< CONSTRUCT CATCH BASIN INLET 0. U-)z 0 rREMAI I CONSTRUCT PEDESTIAN RAMP cn T ov U7,F=RE PHASE 2 60..O' 0(LOTS 4-1 0. BLOCK 2) 0 07 0 0 (6 C) 0) TEST HOLE W/ PERCOLATION TEST IANDON EXISiTING w CD 0 #lP '33.0 D AINAGE DIT0.H DRAINAGE z I0 M cy) C:) 59.7* (n TEST HOLE -ROUTED co 0 0 ql:t 0 'p, > R 4t 00 w LL_ LL_ co INSTALL STOP SIGN 0 Z CF) 47.0, CD < 00 V) 00 z c) 0 0 zi J.U I ......0 0 IIz 00 C; ui 0 1 r I0 INSTALL STREET SIGN 0 0 0 I 11 Arl &� I oomft% 0 ... > Z w 31v9p or o 00�4- 00 ............. ......--------------------------------------------.............V)(O Ln Z Z LO 0 (O 0 cq INSTALL 2-PARTY MAILBOX M re)CDj r u) V_r M Ld 0, 00 C) LU.............-------------------------.......................................................................0 0 RY U) .................Lli ES C-4 co om LU .2' LO cf� (n ILD TO 3: cl) Z 5.2' w -------------------------------------------------------------------------------------------............................................... ff ff ARAGE LO o n .1 t -§! /REMAI IN 06 0 0) z V) LLJ 4;;;p qr� 31.4 C/) EXISTING UTILITY POLE z .0p--------------0 w 0 6.,5, H" =---------------........................................................................ ............. 0 M -3 LO 75.0'55. .. 60.0 .0< co (L 01 Uj EXISTING UTILITY POLE W/ GUY WIRE 00 co EXISTING 30...............< 0 TO BE ww EXISTING ELECTRICAL BOX vv ----------------........................................................ ------- ---------VE V) _s _ 0 b So HESSING A It 4 LLI 30 - S EXISTING TELEPHONE BOX TS S_ - S U_ 001F S ............................................................................ ........................... ............... ER UNE A 0 C CON14ECT TO. INSTALL CLEAN OUT EXIS`ING 0 C.O. SEWO LINO -7 2.60.0 12.9' A IBREVIATIO qs 1 28.6' 0.0 61p.01 0.0, $ PATHWAY TO BE -U MECHANICAL JOINT I I CONSTRUCTED IN BRG BEARING MJ 0 .. ...I DRAINAGE DITCH E .................................... CENTER LINE DRAINAGE css NEAR FACE Uj NF E z 0 40 RE-ROUTED CL i I119.8.. w Icr)OVERHEAD POWER LL OP 1 44 U_ LL. CLR CLEAR Lu > cr, LO P0,I 1, "I PO V) 0 z L6 L6 LL. EDGE OF GRAVEL #A 10 v i EG IZ U)co 7 U_ 0) 0 0(D 0 0) 0) L3 0 z 0 V) a.LO LO IC) LO r* PROPERTY LINE co 6 T_ -6 T_ V_ i 0 < 0. 1 if LL�m I ELEVATION P/L '0 0 x 0 Im w STORM EDGE OF PAVEMENT POINT OF CURVE EP PC I d3 - k, 'I I I w FF FAR FACE Pi ...... 2 653 PRESSURE IRRIGATION ST N CONNECT TO EXISTING too 0. BANDON n R...-------------- 611- 4? 9 BLOCK 1 ...... 0 All 160-n ------------ PRESSURE IRRIGATION LINE 1 NAGE' D ITCH ------------- ------- AA w - ------------------ cf) ------------- POINT OF TANGENT "AINKGE cf) DR�0 00 W CD > RE-ROUTED FLOW LI N E SANITARY SEWER F lV) LU CD n z hN7 R FL S z ICONNECT TO 0 IEXISTING ISTORM DRAIN 5 EXISTING EX SD V) WATER LINE I> MATCH EXISTING STA. STATION ME ui TRADEWI DS NO* 1 GRADE BREAK CD IG.B. TBC TOP BACK CURB ui ui CL IRR GRAVITY IRRIGATION TEL TELEPHONE UTILITY C:) Z> I INV. INVERT TYP. TYPICAL C4 0 N RT I RIGHT W WATER C4 C4 0) 0 0 cl) cq z LT LEFT I0 z cl) THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES % SCALE: Sheet Number: ENGINEERS, INC AND THE DESIGN AND IDEAS WITHIN ARE NOT BVCS EVCS, 0 CURVE STATION CURVE STATION oil T I I T Lli I I J) 1�� ..................................ca TO BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT -----------------%.......................................................................... ...........BEGIN VERTICAL END VERTICAL 1 =40'cn cn CD OF LEAVITT & ASSOCIATES ENGINEERS, INC. BVCE EVCEI CURVE ELEVATION CURVE ELEVATION - ____ - - ____ I __ '' 11 "I -__ - - ____ __ - ___ �__- (n r. 0 in 1 Uj 6 00 M 0 S. HESSING AVE. 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