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PZ - Preliminary Plat with Water & Sewer LINETYPES: • (n � o _.._ - € I EXISTING CURB & GUTTER W (D C _.....-.,-_.............................................................__._...... .....,.........,...,.................._._..._.-.__,.,__.....,,..,.............. ,.,...... J c a� CONSTRUCT CURB & GUTTER ; 0 EXISTING SANITARY SEWER w V QD C ......._.......................... N 47.0' RIGHT OF WAY J ? X 8"S .._....... "INSTALL SANITARY SEWER MAIN ...._.-_............................._.........._._.............................................. Q INSTALL SEWER SERVICE Q U. U. a 2. 0 5.0 33.0 (BACK TO BACK) 5.0 .0 \ \\\�.s \ :a � EXISTING STORM DRAIN 0 RlE SEC 29 �:. `� `� : �\_� „\ � ��" � z�, �' � . � -\ \\�\\�� --Z, Cc T3N D INSTALL---------------STORM DRAIN MAIN----------- ------------------- � \ � .: \\ ,� _ € EXISTING WATER MAIN cj) � fir\\. a \ \\ \ `� •'. o�:. �.. MERIDIAN- ADA C0UNTY ID °< \ W1y � \ \ "° � \.a,=, � INSTALL WATER MAIN � M \\\��� �a\\\o\� ` \ \� � \ \�. \� «,_fir .,w,1.75% 2% 2% 1 1 _-...._ ----------------.,....INSTALL WATER SERVICE W O ROLLED CURB \ \O �2019 �\ \ \\\. _._..............._..._._ „ 3" HOT PLANT MIX ASPHALT AND GUTTER \ \ \ \\ \ - EXISTING PRESSURE IRRI. (- a s \ .. 18 PIT RUN » �. \ ��\\\ co \ _ 4 �'4 CRUSHED \, \ � ; � ` \`� \\ \� , �\ \` \\ .', .w•,:,„ 8 PI INSTALL PRESSURE IRRI. MAIN W N N AGGREGATE BASE \\\ ..,. .....:.... vNis EXISTING GRAVITY IRRIGATION FL W TYPICAL STREET SECTION \ �\ \ -NTS- NOTES. 0 IRR INSTALL GRAVITY IRRI. MAIN N a u a\. 1. CURRENT ZONING CLASSIFICATION. RUT, THE PROPOSED ZONING IS R-8 MEDIUM DENSITY RESIDENTIAL � � \ � \� � AFTER ANNEXATION. G. \` \ � <���.� � �; � � �� LOT LINE 2. SANITARY SEWER SYSTEM WILL INTERCONNECT WITH THE CITY SEWER SYSTEM ON E. VICTORY �ROAD. \ �`> .. `\ <. \ \�, �� \ \ \\ \� \ - - - - 1 BOUNDARY/PHASE LINE \\ 3. WATER SYSTEM WILL INTERCONNECT WITH THE CITY WATER MAIN IN E. FATHOM STREET. �\�, .. \ � , ENTER LINE o r; S SUMMARY: 4. IRRIGATION WATER WILL BE SUPPLIED BY AN EXISTING NAMPA & MERIDIAN IRRIGATION DISTRICT PUMP � ; �� - ��' \\;,�\\��a�\� ��\>���' �� �\ � a,3 \\\\\\�\ \\ \\\ _._..-.._..._-....._..................... _ _ EASEMENT LINE � STATION 50 TUSCANY WITH 2 CONNECTION POINTS TO AN EXISTING PRESSURE IRRIGATION MAIN. NAMPA \v. SEM m TOTAL ACREAGE 7.35 ac \� ,,.,, \ \ m & MERIDIAN IRRIGATION DISTRICTREQUIRES THE PUMP STATION TO BE UPGRADED TO ACCOMMODATE THE `.. \ � :. \ z o - \ E' 1 , k 1. If, S.v,r k, L, RE I � � .\ \ \ \. \ \ \ \ TOTAL LOTS 33 � \\�\ \\ �:.� �''\ ��,��\.,. \_�';\\\_;,- \ �� <�����\\�_+,,w�\,*� •;�.� \ •--- �_�,..: . : i EXISTING CONTOUR '� �`\ W o w ADDITIONAL CAPACITY. :.�\ �\ ,�<.. .. ` �;\\\., �\\\\\.� �\� \ <. .\ �\\ •\ RESIDENTIAL LOTS = 28 FINISH GRADE CONTOUR m 0 5. ALL LOTS HAVE A 5 FOOT U EASEMENT ON THE SIDE A 10 FOOT UTILITY EASEMENT IN THE REAR A ° UTILITY EA S, f Y e GROSSDENSITY - 3.81 D AC \. 20 u; 10 FOOT UTILITY EASEMENT IN THE FRONT AND A 12 UTILITY EASEMENT ON THE BOUNDARY. �, \ �\,..: �, N tll \ \ F,. \, NET DENSITY - 5.64 DU/AC .; \\.: \ \ EXISTING EDGE OF PAVEMENT ad T l6 HOMEOWNERS O\ \ ,. \\ \ :?, �.S.. - o OPEN SPACE = 44,573 SQFT. 13.92% 6. LOT 1, BLOCK 1 IS A STORM DRAINAGELOT TO BE OWNED AND MAINTAINED BY THE � \ � � J\\\ �\� � �\�\\i��` � � ..,;,.. "`�\`\�\\���\\ �p ASSOCIATION AND SUBJECT TO AN ACHD STORM DRAINAGE EASEMENT. € EXISTING OVERHEAD POWER m m D1 QUALIFIED OPEN SPACE = 34,240 SQFT. (10.70%) °' r °'` °VICINITY MAP __... ..-.._..._...................__....... _ L m E L RIGHT OF WAY AREA = 54,407 SQFT. 8. THERE ARE NO TRAFFIC IMPACT STUDIES REQUIRED BY ADA COUNTY HIGHWAY DISTRICT. SCALE: 1"=300' ---- --- - EXISTING FIBER OPTICS o �, o o•w ¢ o CURRENT ZONING = RUT O 9. FUTURE LOTS 4, 5, 10, AND 11 BLOCK 2, ARE DESIGNATED AS COMMON LOTS TO BE OWNED AND N 04 PROPOSED ZONING = R-8 - EXISTING TELEPHONE O MAINTAINED BY THE HOMEOWNERS ASSOCIATION UPON COMPLETION OF PHASE 2. O ci 10. LOT 10, BLOCK 2 IS SUBJECT TO AN EASEMENT FOR AN EMERGENCY PAVED ACCESS AND PUBLIC UTILITIES SYMBOLS: ° N AND WILL HOUSE A 5' PATHWAY TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. EXISTING SANITARY SEWER MANHOLE > -_--_-....._-.._. ...... c OINSTALL SANITARY SEWER MANHOLE > _:-,--,-------,::.--------------------------------------------------:___-_:___..._ EXISTING GRAVITY IRRIGATION O UNPLATTEDINSTALL GRAVITY IRRIGATION-�_-,,,, a 00 I € O EXISTING VALVE z € E CONNECT To PHASE 2 PHASE 1 _...,,_-,.__....._,......._....._.......__............_................................................................_... o EXISTING (n ? '"f' DRAINAGE ® INSTALL WATER VALVE }+ PIPE ...................._. ...,.._._........._...___.._.......__...___........_..._..._............._.__...._..................._..._._..__......._-.-.... BLOW OFF ASSEMBLY .. m ..,........ ......,...._- ..........._. ....._.._ ........ ._.._.-.. __..._.. _ .._ - _ .N11 a.._........-._...._..._ _................ _ \ INSTALL IRRIGATION VALVE :, U Q 00 i - EXISTING WATER METER T _.._ . _, , 75.5 �_ __.� ..II� ... MCI ir) 3}: f INSTALL WATER METER Q .; r " a FUTURE c vim - t ._ w,.,,_ .,.. w -.-------..._........._._.-_. t W € g G � � �� / _ .\ ABANDON EXISTINGa.._._ .___ r ; ' _- - COMMON OPEN: N 1 (n v i 1t5.27 € V) _ \ DRAINAGE DITCH DRAINAGE .. :::=-:: 1 0 PACE PHASE .._,.:,....,..._.,__.._._w.,.,_._... .:.. - € _. ASE 2ir r7 cV ,_ EXISTING LOW OFF VALVE r _. _._. . r w ��. N to g, _oo `n INSTALL BLOW- ! I _. ROUT ""�. ` m I . t BLOW-OFF VALVE Y € } r N tF } 21. 1 _ EXISTING O°'O O N o r� ,_° ®... Uj O W O 'rr L A N cP r r O Q``' a 7 7HORSE STAB \ EXISTING FIRE HYDRANT L Q) ;'`F, t _ w 'pj CO O € I O O N TO REMAIN .... TO BE REMOV \ �' �. o 'ter f' __........_.............................. �' ,� AND REMOVED, if i{ m a• t i \ tr; INSTALL FIRE HYDRANT 3 I _ 95.0 { t. 1 _........,. # 3 PHASE 2 Lr FZ _ .v2fi hl /� rn STORM WATER FLOW 'w . ... � f I ^ai } g r OOf{r € INSTALL STREET LIGHT I fl \�,�. i F r y N f 4i, to M o O {� s 4.8' r { EXISTING IRRIGATION PUMP-OUT 21.5' . r Q �,I, to ° X N 12 + om co tzs F d '`a r7 7 p i :'{ 0 INSTALL IRRIGATION PUMP OUT (... �u � ! 'a 2 �« F' hco I jf' BLOCK 2 O z 8�.4. +i# c O � EXISTING CATCH BASIN INLET i. 95.0 ; f Q ( OME TO FUTURE COMMON Nri O I 1 I REMAIN ` t{ f Of?EN SPACE N S: cn {r f I i f/ ■ O I I FUTURE PHASE 2 Nw f Q Z N N o N � _ 1 CONSTRUCT CATCH BASIN INLET _ / g I : I I w �- l 6 6 :, 6 ';.0 2 J o ,� o ,...__... N °' N f{i,° !�._.._..CONSTRUCT PEDESTIAN RAMP Co I > LOTS 4-11 BLOCK 2 ! 0 0 °' " :r _....- k - o o co g . >€ I 50 _........: ON o0 g O I #1 P ' TEST HOLE W/ PERCOLATION TEST A3ANDON EXISTING W a I CO CO U � � 0 #1DINAGE DITCH DRAINAGE TEST HOLE ._...:......,.. �m O O.............._ LU C') W ' - "" - _ o .' 47.0' (n. co r �r INSTALL STOP SIGN (n Q a 00 z O O _ .,, ! cn - cn - cn ° �.; 95.0' N 83 3' V co 00 - I ;' ? _ r i"...�w. / ` a o cV o o r7 f ::: '`� if j W W 0 (� O f �4 I M I -..,__. i+ r t 0 0 o 7 o O 33.0 "r" INSTALL STREET SIGN : . Q > I ( 00 ON w 00 00 rn ' ,� N U Z 0 ., N € I T _ 3 3 .9 wco 0.. i g coo F r i �. _..._.__ cn m O € ( Tj .O i. I cn�,� 0 4n 1 h X Q Z W m g o O I O 00 rn ri`r ® INSTALL 2-PARTY MAILBOX - x O Z Q _) j oo ® J O w J o O ..........O o W ('� r- �9 ESS RY U a o oo N ,� Q g w i I it .2 h 0 O to a i f s� - #_--- F ARAGE ILDI;: TO � � � � t < ., ,n 5 2, LIJ_ « ; ? EXISTING TREE Z p �l, REMAI IN 31.4' I it i O^ _....._........._...__.............. ....__._.._.._................................................._..._._..._...._.._ O Z F _.. - O _ _._ ems__ __ _- .m 4 5 crs t i t Z^ POLE 1 t EXISTING UTILITY O W C W O - - V V V� I b 5 : 60.0 40.0 € k ll i Q rn € I 3 .2 ^` 75 0 I` 1 .. m W Y ! I ^� ': EXISTING UTILITY POLE W GUY WIRE O CO 00 C7 I I = EXISTING ILER HOME qd o sF / z < O 1 € € I { TO BE REM �� § ,'$. u� F £.w aQ' EXISTING ELECTRICAL BOX Y = 6 - - _ ESSING AVE. I . 11 � \�F S. H a - - - - - _ I' I N S M S`' S S S (n O ' `r Q EXISTING TELEPHONE BOX W CONNECTT I € I �, NE A 5 ` o r C.)k _..._...._........._._.__.._.......... _._ ...................................................................._....... O r� i ,f F C° ' o INSTALL CLEAN OUT EXISTING £` �� O C 0. N SEW R LINE' [11 :; I= �` 7.5 �\ co o' O.o 12.9 2 , ABBREVIATIONS: 28.6 0.0' 6 .O' j` 60. 6 .0 01, #: rn I g s PATHWAY TO BE / _.._... \ 9• otS I I € I _ ABANDON EXISTING a, ba.:::.c I MECHANICAL JOINT E CONSTRUCTED IN -.�. BRG ` BEARING MJ = - `\ DRAINAGE DITCH €< FUTURE PHASE 2 ""' - _ cc F ! e ..... F f t` o N 40� " I r ? j f° n'2 DRAINAGE CENTER LINE NF ........NEAR FACE a J _ 8, ROUT -,... _...... _....................... Ti � j v_ �..,R CLR .;....CLEAR OP....;..,,OVERHEAD POWER W > (/ (� �n LL. cy I g I Ig IIg O 0 _ n O 0cn `ioo N00 '� �, EDGE OF 0 OPPOSITE oo Cn EG Q 0z- _d Z> �O co a nn ............_ ............... 0) oO o O O0 ELEVATION LINE EL P/L I PROPERTY 0 t_o STORM _.............................................. 0' 3m ! d3 d3 w D;RAINAGE/COMMON ;{ EP EDGE OF PAVEMENT PC POINT OF CURVE 00 U , � "`` _ fi{ ......................_.,,_.,. _,.,--. W fn ` �` as # { F FAR FACE I PRESSURE IRRIGATION W W - k. BANDON WSTING { CONNECT TO EXISTING W W O o (f, `. - .._.._.,._............._._.. LOCK 1 O - - - P •-•------- - - --- - - I DD`R, "DITCH PRESSURE IRRIGATION LINE _. . ____ _ ._. _ .__... . _.._........_.__.._.....__...___._. FG FINISHED GRADE PT POINT.._OF..TANGENT O c ' RE-ROUTED _. _ € € €' g € w w I I €' P 'P PI- � � FL FLOW LINE S SANITARY SEWER Z CONNECT TOE g g € €I a EXISTING EX WATERLINE I€ _ I! _---__...a..___-_-_..---.._----...a_..__- _-------_-----__-_---,- _ _ EXISTING SD ; STORM DRAIN =a z (I i ME MATCH EXISTING STA. STATION ui U 3 TRADEWI DS o w NO. 1 ; G.B. GRADE BREAK TBC TOP BACK C_U....RB..,,_.............. J>, BOOK 106 AGE 14,594 - _...T,_-_.,-__„__............ �- O m 2 I I - Z j IRR GRAVITY IRRIGATION TEL TELEPHONE UTILITY I INV. z INVERT TYP. TYPICAL N W �, € ..............................................._._...,..._.. . ......_..............__.............._........_._......._..._-..-..._._.......... c c i I- N Q _ ! RT z RIGHT W € WATER N rn O IN T EAKWO D PLA S BDIVISION 0 CE U PRELIMINARY PLAT LEFT 0OLn LT O THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES I Z o O M BEGIN VERTICAL END VERTICAL m ENGINEERS, INC AND THE DESIGN AND IDEAS WITHIN ARE NOT BVCS EVCS SCALE: Sheet Number: TO BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT : CURVE STATION CURVE STATION D Vj cn BEGIN VERTICAL 1 END VERTICAL 1"=40' ') cn OF LEAVITT & ASSOCIATES ENGINEERS, INC. BVCS ; CURVE ELEVATION EVCE CURVE ELEVATION - ____ - - ____ I __ '' 11 "I -__ - - ____ __ - ___ �__- (n r. 0 in 1 Uj 6 00 M 0 S. HESSING AVE. 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