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CC - Preliminary Plat LINMPES: (f� • o .. NOTES: \` \ , \\\ �\�\\ `���. \\ „ \ \ \ \ \�\. \ o \�\:\ \\\\ \\\\\\ \ \\\\ \ .;\ \\\ .� \�\.\\� \ : EXISTING CURB & GUTTER W c0 .\ \\,, \ \ \: \ \ \\ \ : \\ \\\\\\ \ o� \ \ „ ,. ,., 1. CURRENT ZONING CLASSIFICATION: RUT THE PROPOSED ZONING IS R-8 MEDIUM pENSITY RESIDENTIAL \ \\�: \ . \\\ \ \ O\;; \ \: \\ \ �•1 00 \\ \ \:\ \ \ \\�\\�\ �::. \ M �'<..::..:\ \\\; \,` \\\ \\:;.;� CONSTRUCT CURB & GUTTER AFTER ANNEXATION. \.\ \ ` .,: \\\,,. \ \ \ \ \ \;\ t0 \. \ \ \\\ \ \ \\\,..\ \ 0 \` \\\ \ `\ \. \\\\\\� `\:: \\� \\\\ Q � 2 � 2. SANITARY SEWER SYSTEM WILL INTERCONNECT WITH THE CITY SEWER SYSTEM ON E. VICTORY ROAD. \ ,.\ \\� �. \ \::.\: \,._. �::: EXISTING SANITARY SEWER A O \\\ \ , \. .. \\ \ Q \\\; \;,,, \ ,, \. \ \,. \\ \ U O \�\ \ , \ , �` \\\ \\\ \„\ . \\\\\\ \ \ o 3. WATER SYSTEM WILL INTERCONNECT WITH THE CITY WATER MAIN IN E. FATHOM STREET. \\, ,..... ,� .....>: \ :. ,. ': 8 S \` `" '�\�„� .. \\\\\\\\\\\\\\\\�`\\�`\\e \ INSTALL SANITARY SEWER MAI Z Q \ \\\\ \�\ \\\, \\ \. \\\ _______________________________ J ... X \\\ \\ \\\\\\\ �� rL 4. IRRIGATION WATER WILL BE SUPPLIED BY AN EIISTING NAMPA & MERIDIAN IRRIGATION DISTRICT PUMP \ \\\`\ \ \` \\\\:< \ \\ \\ \ \� \ € �"' Q \\\, \\�\�\` ; \,\\` EGT : INSTALL SEWER SERVICE Q a U. \\ \ \\ c� W \ . \ r „ � N . �. \, , , \. n ,, .\, STATION 50 TUSCANY WITH 2 CONNECTION POINTS TO AN EXISTING PRESSURE IRRIGATION MAIN. NAMPA \\ ,;.;� \.,\ \. \, \ �,.,� \ ;:.;: � .•�-•.. ( ) \ \ \ � \\\\\\a\\\\ \ ; \ \\\\\: . \\ \\ \ ,,,, W a & MERIDIAN IRRIGATION DISTRICT REQUIRES THE PUMP STATION TO BE UPGRADED TO ACCOMMODATE THE \:, \,\ 1\ \ \ - �\ \\ \\ \ \\ \\..,,N>. �� � ,\\ \ \ EXISTING STORM DRAIN , Z ADDITIONAL CAPACITY. .\:. \ \ \ \ \j: p; s \\ \ \\` . .:: \\ \ \ \ \:' ________________________________________________________________________„___ aL N \:: \\•;; \ ,_<\ \ \\ ` ` \ \\ \\\\\ - �D INSTALL STORM DRAIN MAIN O THE REA \� \`:\ .,� �. �,\ \ _\ \ \;\ U n 5. ALL LOTS HAVE A 5 FOOT UTILITY EASEMENT ON THE SIDES, A 10 FOOT UTILITY EASEMENT IN R, A \.\\ \. ,.,.\ „\, ::. .,,\ \; \ T R1E SEC 2 \_\ \,\ ,,,,,,,,,,,,,_,,...,,,,...."I = N 3N 9 \ \ \\.. \ \ \ \ �\ \ \ \ \, .. \ Z 10 FOOT UTILITY EASEMENT IN THE FRONT AND A 12 UTILITY EASEMENT ON THE BOUNDARY. > > \, \\ \ , \ \ \ F- �\ \\ \ \\ \\.\\\.\ \\ \\`.:. \\ \ i EXISTING WATER MAIN wV t0 \ \\ \ \ \ \: \. \.. : \ .::::.:.::. .................................._,..,....,...,,,,,.,..,,......,,..,,,,.,,,.........,..,....,,,,,.,,,,,,..,.,,,,,,,,,,,,,,»,,,,,,,,,,.,,,,,,,,,,,,,,,,,,,,,,,,,,,,.,, 6. LOT 11, BLOCK 1 IS A STORM DRAINAGE AND COMMON LANDSCAPED LOT TO BE OWNED AND MAINTAINED \ \\,\ \ \ ;. \ . ;, \\ \ L �► i • \ \ ;\ \ \\ > : W INSTALL WATER MAIN r V 0 M BY THE HOMEOWNERS ASSOCIATION AND SUBJECT TO AN ACHD STORM DRAINAGE EASEMENT. VIE RID LA►N ADA C a LINTY I D \ \�_\ , ; �: \\ \ \, \ m \\. \`, \ 4 .0 RIGHT OF WAY \ \\ \ \ .\ \\.�: \ W O T Y NTY TRICT. 7 \. \ \\�\ \ .,c`: \..\�\ ---------------- INSTALL WATER SERVICE Z , 8. THERE ARE NO TRAFFIC IMPAC STUDIES REQUIRED B ADA COU HIGHWAY DIS \ \ \\�"� �N'`,, \ \\>\:.\\ W 2020 \ \. . \ > \ ,,..\ \ \\� W 9. LOT 1 BLOCK 2 IS SUBJECT TO AN EASEMENT FOR AN EMERGENCY PAVED ACCESS AND PUBLIC UTILITIES \ \ \. \,:.. . \:;: : EXISTING PRESSURE IRRI. H Q \ :.. .: \. .. \ ..,..::.:: � 0 33.0 BACK TO BACK \ 1 O. \ \ .......... \: \ „_ EASEMENT TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. 0 5.0 ( } 5.0 .0 \\. ,,,,. \. . \ \ \ \\�\:\ :\_ N \\ \\ , \ Q \ \\ \ . " EASEMENT \,.\ \; ya\\\ \\ \ \\ \`O\: 8 PI INSTALL PRESSURE IRRI. MAIN �' O \\ \ \ , \ \ \\\ \ W � N . a .. \ \ \ . 10. LOT 15 BLOCK 1 IS SUBJECT TO A TEMPORARY TURNAROUND EASEMENT AND IS A COMMON LOT TO BE 1 \ \ \\\\ - \...... \,. \ \ \,.,...: \,::::::. _________________________________________„_,,,..,,.- 16.5 6.5 \ \ \ \\... .,.,....\\\\.,,\ \ �, ,, .. OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. 5.0 5.0 5.0 .0 \ \ ,. \ �. \\\ \ \ \,;,: `\� \ \�\\\ \\\ �\\\ \ \ \ \ _................ EXISTING GRAVITY IRRIGATION � - W \\� \. \ \. \. \ \;,. \\ W \\- �\ �.•' \ \ \\ \ \,:; ' Z \ \ OPEN SPACE AND AMENITY SUMMARY: SITE SUMMARY: \ \\\\;, \. ;, \. \ \\ \ ,, ��� \ IRR INSTALL GRAVITY IRRI. MAIN N � \ ¢ \ :\\\\ \ \ \. \ \�. \\.\\` \, ., U \\\. \. , .\\,, \\ \\\\\\\\\\ I \ \\ \ \ \ TOTAL ACREAGE 7.35 AC TOTAL ACREAGE 7.35 AC \ , ��\\\,, ;;.\ \\ \\\ \ \\\ \,:.;,; iL \ o \\\ \ \:> \ �\\ \.\ \ \ \... \ \ \\� \.\\\ LOT L N \ \. \\ \. . \ \\ \ \:, \�\\. RE UIRED OPEN SPACE 32 016 S FT. 10.00q \ TOTAL LOTS 26 \\.\\ \ \\\ \\ \\\\\\ Q Q \ \ \ \ \ �__ \\ \ = RESIDENTIAL LOTS TOTAL - 22 \ \ \\ \,� \ \\\, \\. \. \ \ \, _ _ _ _ OPEN SPACE 45 560 SQFT. 14.23% \\\.\` \ \., \\ \_ \. \ \ \\: \ BOUN P SE LINE \ \. \ \., \.\ \ \ \\ . BUILDABLE LOTS 21 ROLLED RB \.. „ „ ,,. \ \ ,\ ,.� \\\\\ \,;;:, R UALIFIED OPEN SPACE - 37 842 S FT. 11.82% \\\�: .: o;.. \ o\\� \ \,\. \ F. Q , Q \ \.\ \\. \:\\ \\\\N��\\:\...\M\\\\\\�\�\\\\ \ EXISTING HOME - 1 3 HOT PLANT MIX ASPHALT AND GUTTER �� b LOT 11, BLOCK 1 = 20,555 SQFT. 2" ASPHALT PAVEMENT 18" PIT RUN ' C `' VICINITY MAP ENTER LINE LOT 15, BLOCK 1 = 14,012 SQFT. - TEMPORARY TURNAROUND COMMON LOTS = 4 ,> " 4 �'a CRUSHED " "'"""""""'"""'"""""'"' G Oy6 6'O 6' 4 Y'4 MINUS SCALE: 1 =300 ��I „ _.,,. 9,586 SQFT. \ GROSS DENSITY = 2.99 DU/AC 8" PIT RUN AGGREGATE BASE EASEMENT LINE Z y p.v c .............................. LOT 1, BLOCK 2 = 4,410 SQFT PAVED AND LANDSCAPED NET DENSITY = 4.23 Du/Ac FUTURE TYPICAL 10' WIDE MULTI USE PATHWAY SECTION TYPICAL STREET SECTION ,_'� : EXISTING coNTouR o '' p W EMERGENCY ACCESS \ RIGHT OF WAY AREA = 54,164 SQFT. -NTS- -NTS- „_,___,____ i���� e p� _ « ___________________________,,...., LOT 2, BLOCK 2 = 6,583 SQFT - Xz LANDSCAPE BUFFER CURRENT ZONING = RUT 2550 FINISH GRADE CONTOUR �y0 S� Q' t F PROPOSED ZONING - R-8 25.0 FUTURE 35.0 ..,,,,. .._., _,-,_ ..,,_, � 3,291 SQ.FT. - a \ `\\ LANDSCAPE BUFFER HALF RIGHT OF WAY N AMENITIES. WATER FEATURE WITH PARK BENCHES EXISTING EDGE OF PAVEMENT .6 1 R EXISTING ACCESS 9 INTERCONNECTING PATHWAY (LOT 15, BLOCK 1) PATHuVAY \. ` ` EXISTING OVERHEAD POWER , m . m PROPOSED ROAD VARIES `;,: ::.:.\.....\ ............................... ........_................... '� m in =a e w i 10.0 q Ow o0. qt . . ` €3 MLE LATERAL »...»,.... _....-.».„,,,,,...., \ .. \.\\\\\\.\\ �\ 7 0 ` EXISTING FIBER OPTICS ,\\a\\\\\\\aa\\\\\\\,\\\\\ \\ \\\\\\\ \a\\\\.\\\\\\\\\\\\\\\\a\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\ \\\\\\\\\\\\a\\\\\\\\\\\\\\\\\.\\ FUTURE FENCE ' PATHWAY „ , ,,,,,,,,,,,,,,,,,,,,,,,,,,, p Gs PER UDC EASEMENT „_ N N REQUIREMENTS ��` \ N, C) FENCE PER NAMPA MERIDIAN IRRIGATION \...... � � 10 WIDE MULTI USE DISTRICT REQUIREMENTS SYMBOLS. \. EXISTING SANITARY SEWER MANHOLE PATHWAY. SEE SECTION 20' PROVIDE SLEEVE FOR `�__ll, "``` ,,,,,,,,,,,,,,, o (_F . ... THIS SHEET FENCE REMOVAL .......... INSTALL SANITARY SEWER MANHOLE 40 IRRIGATION DISTRICT PROPERTY t_,"� „ ::;v FUTURE MULTI-USE VICTORY ROAD HALF SECTION �� EXISTING GRAVITY IRRIGATION C I PATHWAY DETAIL -NTS- © ' INSTALL GRAVITY IRRIGATION E O tNTS- ........................................................................................................................................ Q Z z o p I _ EXISTING VALVE w Z I '� CONNECT TO /�1 __�l G-�^� _ O o \ N EXISTING UNPLATTED INSTALL WATER VALVE FUTURE 10' WIDE MULTI USE DRAINAGE ............................... , BLOW OFF ASSEMBLY .................. PIPE .. �. J r, PATHWAY. FUTURE 10 WIDE . .. -, y y� N �....._..,.,. a....... �.��• ���,��..... ................. y a INSTALL IRRIGATION VALVE PATHWAY EASEMENT PER ��"..<: _., \ \v �� �v�` '7 00 € z ��, DEVELOPMENT AGREEMENT. Ail 129 715.33 1 , y EXISTING WATER METER 0 �, „___-, v ,� o�, z w p, ,,... , mm Y • �cc•,..� V ```, J`: z .� y �� ® INSTALL WATER METER W y A„ Q z _............. ., r A \ A ANDON EXISTING \ .. , . c Y D_ N 1..,..,.._.. A , �,. DR AGE DITCH DRAINAGE _ O yv :: /'� � „ „ � ,,• V A \V � ,,w„ v� EXISTING BLOW OFF VALVE �++ 1 �, „ � : O '� ►� € 41_ ,v �j cn �,) �\ w o INSTALL BLOW-OFF VALVE �.�.. e�. ,�.,;, 00 J -I s co ..,, .t . � y ... _.. EX ISTING o m co 0 v) , :, 'A �\ �n ro m C :�� a v,., ;y\ V J Y u'i�� tr c I� rj v: 0 H RSE STABL y co y 0 E :.. o Q w � y O �.. L A N O vy o0 TO BE REMOVED,�� �A ,��� ............... .................................................... .................................................„-... I O REMAIN �. wvv�,���� TO �..., `V o �� �` EXISTING FIRE HYDRANT y �: � 9 v o W � m '� l ,•: m , , „ �.,; �'�, INSTALL FIRE HYDRANT 3 .� v „�,,. A\ .•.. . _ o ::::: / yv STORM WATER FLOW . .., \ _ v .a .. 5 INTER � N \ < , 1 �� Q �. y.. ���., "l ,�,, , / u> PON CONNEC TING 0 0 _.. v 3 a 0 5 : ,v INSTALL STREET LIGHT 8S WATER 5 0� , y � � E 9 w PATHWAY 3 fi 20 'I 4 '1 S :: / \ FEATURh H 0 �a d:::;, ..._ t� i is t > r7 O BENCHESy y o EXISTING IRRIGATION PUMP-OUT 3r, �� d v 5, oN 1 t ABANDOf+ EXISTING, >_' 11 m (�1 m „ �' INSTALL IRRIGATION PUMP OUT a DRAINAG DITCH m _..,,,_, � BLOCK 2 �� o 0 : :` �; ( DRAINAGE R -ROQ ED � .: .., .� �.: € 1 HOME TO ,...,.zl w �� STORM �; EXISTING CATCH BASIN INLET Q y REMAIN .................._..,......... . 95.00 RAINAGE/COMMON Z p I U / o `` \ CONSTRUCT CATCH BASIN INLET Q Z :,, _... - o \ Q 1 Z w d \ o0 O I w - •- �1 I �S CONSTRUCT PEDESTIAN RAMP cn i� %A . , :7 .4 00 1 N' - N ova W `1 co > 1 � 1 `` `\ \ ST HOLE W PERCOLATION TEST {a I p W .,,,, ,,,, o \. .............._............... I :: \ EN SPACE :\: 0 O s + O t n'I _ NEW DRIVEWAY 3 ON AREA �-\'`' ;...TEST HOLE m H 5 12.p W COMM U O 0 >.\ .............................. 0p ; U i\ a. ....... ( S. - N ,\. 1 N ACCES c0 t7! \. , DRIVEW�'. , > Oo A:: V) . ` CD . Z :.. ..., T to ; .. r \' 3 .0 = OEM O M w w " 73.96 C9 V) Q a 00 O o O r ,.... Z ,\\ L� to ,;. - , 1 0 � .. ,; S Cfl , :. 3` w V \` \ t N ... . , , ., . _: STALL STREET co O .\ \ :� ,r,,..,...,,.. . .., o �o 47.0 ,' �,? (/)\ \ �' IN SIGN W > `+►� .-. ... V_ c p V Z w 00 ,,.,..."I' .,,,,,,., 3 N E S rn „ LL w - „ . TI w 1 �r cn ti .; AC4C W + o Z • : ESS EXISTING' cD cb , , m O T BE A E Y c: ,I `t - o : M = i 8 �"� INSTALL 2-PARTY MAILBOX - W EM .VED DRVWEWAY: ARAGE 0 �r o c0 yc ®® Q Q O Z N _� ao 6 �... o .� B 1 N Q TO o 4 : _.. �; w o C9 0 O _., EMAI w EM;41 co O ....T ...f� V fl• z L� rn o , o co , coy .\. N Q RE �n `.> \ �:; T IX ISTING TREE W O to Z w; �'? ..: ,� W - O o 0 �t "\ ,\ to Z T?i \ \ OC o \ 2 cn \ O ,.. \ .\ 2 EXISTING UTILITY POLE Q W to \ '5 c0 O \. \ 0 d tl� ,.. . \ _ 1� _ Q .: O M m p•) € I I 15 LANDSCAPE 6' ' .•..� :\:.:.:.:....::: O r-o � CO W Y \ . ,. . . (� '_. EXISTING UTILITY POLE W/ GUY WIRE XIST N RAILER HOME I C� I G T BUFFER Q O �\ Z O 1Q BE REMOVED \ \� �Q "`'""EXISTING ELECTRICAL BOX Y c : : 1 I ? 4 00 +00 6+ 0 7+0 \\ m....1 ,: N , _..,,._., ,,, 1 - - - o +� - - 0 S. HESSIN a�VE. N I \ � t73 4j o� W to S M U} EXISTING TELEPHONE BOX g CONNECT T I 1 �\\ ~ �� ?7 ° 000 0 "INSTALL CLEAN OUT 1 I E . . . . . . . . . . N.<-.•A 9 ; SEWER LJ s EXIS ING \ C.o. t •r� r• 'r� I R LI r 2• SEW N@ m r• 0 :1 �' ' 50 64 00 64. 0 6 .00 64. 0 64 0 \8. 3 2. a l;: I I \ \ ABBREVIATIONS �j _.._ \\ �\� ANDON EXISTING Z c - / \ \\, B BRG BEARING MJ MECHANICAL JOINT Z ,_ �\ O - to o w 1 \ . D AINAGE D TCH _..........................................._._. E :' "\., \\\. \\� rn ...,,...CENTER LINE NF ...,...NEAR FACE Z W DR INAGE rn o 3 \\_,. �\\ RE- OUTED 0. J I, 25.0 LANDSCAPE \\\ o 00 4 ......................... v "` \\\ \ d Z [H H Q BUFFER EASEMENT t w w w w '\ `\\,,. \ \\\ CUR CLEAR OP OVERHEAD POWER C Z � Z W v) cn >. cn � ,\\ \\ � .. ......................................................... ........ _..,...................... '^ V) v,, \\\ v c € PROPOSED 6 _ N t7 d �, w `\ \ J W J a' EXI INGs ; ;,- O O `� O `� ,,,, Nn �\ \ EG EDGE OF GRAVEL OPP OPPOSITE O - O v. e o ao o ui ao o � o to �`� vw •, AA V U Q d Z E o ea �I BACK OF :; N \ cfl � `y rn \ n� "`��'������„ \ hj O } . . I; I Nn o a> rn o rn oo U U w CURB CO o o `° o r-o `O \ o "`�«<,"•••» w \ ,` ? EL ELEVATION P L PROPERTY LINE U U �, Q �., , N .�v� v;A\V vs V / W W - W c co I- _ _....._............................. __..... s . d� -� � 3 AVEMENT 3 ,.,_ .. _ �>y� �? EP EDGE OF P PC POINT OF CURVE p, p p U ..........................._.., ,........ .....„........,.,..,.,...................................... a 25 O' LANDSCAPE `y e -, 1 - y �\ v \ A\\\\\may ,., �`:.••' UW3 CW. L� W o ` ' „, \, CONNECT TO EXISTING FF : FAR FACE PI ; PRESSURE IRRIGATION W - W - W W C c _ _ (� `/ABANDON EXISTING y� ..<,,:"�:, _.................. d. > > O o BU ER EASEMENT € - �° BLO 1 "' 'P"-"-" ,P,, DITCH PRESSURE IRRIGATION LINE W a W W .,, ,.::,,,,,,.•................. y„ , .FG FINISHED GRADE �T . ...POINT OF TANGENT U3 ��...... DRAT NAGS" � �t -__. ,,,.,"', 4 :yam... DRAF�AGE � p � fn G1 4,7.. _...,................._ �I 11 29 E 32.�7 w c _ - - € € A RE ROUTED G w z � . . '\ FL FLOW LINES SANITARY SEWER - W O os s € w I S89 59 41 - Z to ;; W �� P P w c v�i o V) v M CONNECT TO + 3; $0 2 fi5 _....._..... N 0 o I ¢ w 1.79 "I1 fi E 263. EX : EXISTING SD STORM DRAIN W N cc z z c� EXISTING € _............... Ir 2 `€ - A ¢w ................•,,...,...... ..... ..._....,......._,..........,........_......,_' �? c� } 6 WATER LINE 2 U m }>o? w � ME.... MATCH...EXISTING.............. STA. STATION......................................... s : t `: I TRADEWI DS NO 1 �+ I w V)� � D " v� 1- BOOK O6 AGE 14,J9'4 G.B. ; GRADE BREAK TBC TOP BA J � J J } o 0w w C Q O O m o I 1 w Z 0 _ Z € IRR GRAVITY IRRIGATION TEL ; TELEPHONE UTILITY a a � �o 0 - o N > ► I w� �, __._.......... _......................................................... o o a� c I 1 INV. INVERT TYP. TYPICAL N_ N N N N N ` ..................._.....................,.,.,_,,,.,,,...,,.,.,, N N N N N O N C 4) t RT RIGHT W ' WATER � N v- = O I O ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,_....,_,..,,,...., ,..,,,,_,,;„__,_....__......._..,...,,,,.,,,,,,,.,,,.,.,.......,.....,...,. 00 tC tt) to O O z . I N LT ; LEFT ...._„,,,,,,,,,,,,,,,,,,,,,,,,, O N e- O Z THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES > z BEGIN VERTICAL t END VERTICAL c ENGINEERS, INC AND THE DESIGN AND IDEAS WITHIN ARE NOT ; CURVE STATION ; CURVE STATION SCALE: Sheet Number: TO BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT BVCS EVCS vi _.................... -40 1 OF LEAVITT & ASSOCIATES ENGINEERS, INC. BVCE EVCE „_._._ .. BEGIN VERTICAL END VERTICAL "" ' CURVE ELEVATION ; CURVE ELEVATION H