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Home My WebLink AboutPZ - Public Utility Plan (2) +� M v Q p U PRELIMINARY ENGINEERING FOR o ARTISAN VICTORY MARKET N � Lu A PORTION OF SW 1/4 OF THE SW 1/4 OF SECTION 21 '� Z 26' o" TOWNSHIP 3 NORTH, RANGE 1 EAST, BOISE MERIDIAN Z MERIDIAN, ADA COUNTY, IDAHO 13'-0" 13'-0" 2022 = Z_ 2% 2% W + oc :oft Z W Q W 423' .�_ __ - _- 257' LEGEND = w 0 n 2Y2" ASPHALT PAVEMENT Z O m o ow ox oW px m Ox �- L li° o 4. _312':, AGGREGATEIT Y --- -- --- W o LJ L IfL J :2 _ / BOUNDARY m _ 0 0 , c p�, o m x o o LOT LINES - z w a_j a_ m Irui cm pw cm ow oo x oW _ _ _ oa oa r-o oa mo ; 0[L mo a_, cm J cm ROAD CENTERLINE N O mo W� mp W� m� WO rZl m m m O w r X O \ W O V m o x m m o W x p \ m p x 0 m m X p 1 III \ 26 DRIVE LANE & PARKING RIGHT OF WAY — TYPICAL STREET SECTION LOT NUMBER O BLOCK 7 BLOCK NUMBER - NOT TO SCALE A L s - ON S - 2 - MOofla3a s 2 s 2 2 s EASEMENT Sg\ Fiyc F, �sr F i s SETBACK o �G RF F A MOOAa38 BEDROOM MOOAa38 BEDROOM MOOfla38 BEDROOM � BEDROOM MOOfla38 MOOfla38 a� � O � A A• A A A CURB GUTTER & SW 298 rfla Sfl8• .98 BR1 BR2 Sfl8 rfle BR1 BR2 Sfl8�. rfl8 BR • • - 1 BR2 � BR1 BR2 Sfl8 ffl8 SA8 r98 III STREET NAME W. ASHTON DR. � i I KUG SEWER/WATER EASEMENT � P/L P/L I + ---- RAMP RA A ,r ------ -------------- --------------� _- III SEWER LINE s g s OgTF OF P I I P -U P PIP I I F F C F F C F C P�c °I 0V80is 080%10 0a0 080%10 ba0<'. �� r-�---------- 1'-0" : O �_ -_ -_ EWER/WATER EASEMENT P P 1'-O" w w w -- ---- --- --- - ------------� O - �- - -7 -------- -------------- - - -- ---- --�__ __------- ��D A.BP ______ ________ __ _ WATER LINE � 1 33' 0" ' � SSMH -- ---- - --, B w _ w SSMFL B5 , 5'-0" 8 -0» 17'-0" 17'-0" 8 -0° 5-0" STORM DRAIN LINE ' X o s o0 331' M o , 5 112' - - - 1 1.75% 1.75% PRESSURE IRRIGATION P P P rn I -�-s e s s e—+�e s ,. s s 1 s r----- -- f 0.25% 2 -0 15'-0" 15'-0" 2 -0 f 0.25% Ins CHECKED A EBAILBEYY:P.E. � S 3 _ � � IRRIGATION m w I - ----- FLOW ARROW x vu .� CT �� = r� P 2% DRAWN DAB/DES - u --------- - - �I III a :• 2% ., . . FIRE HYDRANT 4 . o" I I °° . \ ,,, 4" OF -3/4" BASE SOD' 4" OF -3/4" BASE CATCH BASIN 0, Z� I t.aa zda Ada zda n t.da - zda Ada zda n t.da zda Ada zda v ; , 5' WIDE 5" THICK 5' WIDE 5" THICK STOP SIGN v I 00 i - �� MfJ CONCRETE SIDEWALK STANDARD CONCRETE SIDEWALK 11 � 2Y2" ASPHALT PAVEMENT EXISTING WATER WELL / ROLLED CURB & �, X I I wooda3a wooda3a wo a 'waoaa3a wooba38 wooda3a � /� M� GVWK (PER ISPWC SD 709) (PER ISPWC SD 709) m I I I I £ £aa E ode £ £ £ N I I 110011mB 9 S BEWAOR 6" -3/4" AGGREGATE 4" -3/4" AGGREGATE BASE GUTTER (TYP) FOUND ALUM. CAP 1 2d8 �d8 Fde ode 1 BEDROOM O 7.9 res DUPLEX III 6 C s �J 7' III BASE UNDER CURB 12" -6" PIT RUN AS SOD 70 7 I MONUMENT N IIII FOUND BRASS CAP U � 47 RIGHT—OF—WAY MONUMENT TYPICAL STREET SECTION ) �JO INFILL LOTS s I P' _ I P ox oW pX �W mo H B . c IIII a� mo �� m me GRO n�, MOOfla38 I P - I--- o o- o a m o o m NOT TO SCALE roo�me s Z eEa�oar •A i Pi I a i- P- °�o x o m m X o o X X33dna b l 801AfIAp �w w/QAMOE III �to sfla rfla I P� I Wooda3a �A9 BR1 LO I I I t U III Il r l LO 001 I o 0 7 c l T PLv Ada zda n Ada i Izda 1d8 zd8 E 1 I I i I P 1 ! --P 1 �219 n BISJ III I •d WOOda38 WOOda3 W o w --P 1 DUPLEX 5 0 I 39AM AM M� ors KEYNOTES I I I I I 8 o a J _ W I _ • • I III 1 4" SEWER SERVICES 1 SERVICE PER BUILDING W00�a38 I I I G I 1 m o o a Iloollmo t>�t1 filft3 eEali I I O m I I I I I Ada '-�_�' X W I = 1 - ------------------- P+- I L r- Ada o - I 1 U --- ----------- ---------- ,c I a I 1 - ;� j w w w � w C ' I ------------------------------------------' 2Q 3/4" WATER SERVICES PER MERIDIAN STANDARD I „ 1 L___j 106' _ 24' ,,IIu ^.� f c � . " � III DRAWING W1 (1 SERVICE PER UNIT) I =- l�H nl _ .- w w w w w I /WATER EASEMENT I o0 i ORG ' -- 1 3 O Q SURFACE DRAINAGE SWALE WITH EXCAVATIONS TO h o m x �, �, FREE-DRAINING AS SHOWN. SEE DETAIL, BELOW. I II 1' O L I I I .,. .•. I I w �--- ------------------------ poll \w w� o cm 11 I � � 2 S � ---; �sF �o �� - 1 �s Bl �� , I BEDROOM P - .�� - X A m m I P I I P b f I M 0 0 9 a 8 I AS SHOWN: 0 Leo Illnll rl#illl °•• -- ;e --- x33dna M �� ° �I 50-YR RUNOFF VOLUME: ±582 cu ft WOOda3e 6 1--- �l allll P - P I 1 I �` A LLJ SWALE CAPACITY: ±584 cu ft I I -P 4p n aSJ m m II BR 1 BR2 S� 8 -- 1 ----- 1 BEDROOM f C 7 ; i I 1 1 110011mB� Y �s BEd10oN I P o - DUPLEX = _ 1- 2 = s = o � o I1 I IIII 1 .� 17 BEDROOM MOOAa38 �� p c W o w I _ - -� _- "� m o o a c > I �� I NEAREST EDGE OF z z c� L W ` I INFILTRATION LENS o 0 A• •A m m m Xg mm odo � I � � 4 T a a L__ °' °� MUST BE .0 F BR1� BR2 sfla III I 9 rfla �loollme s z emlloal 1 0 0 I 3 - U I IN 3 I z z -= \ 30" \w w/QAI�AOE � I I 2 i I 2 � FROM EDGE OF �I I n Wooda3a - III `� I x3�dna 1 I 1 rAe U BRt U I BEDROOM ( I i l BEDROOM N FBUILDING OUNDATION. LETTER E -\� \ 2 2 C0 m FROM STRUCTURAL 1 1 can � BEDROOM ,I°j BEDROOM ^�' CID W �,, w 0 \ q A �L4 MOOfla38 - 1 p � � — c . /� I A ENGINEER WILL BE I $ I A - I I I 1 a� I o � 7 c � 1 • y - I • co I N S�vIH A F. BR1 BR2 III BR1 BR2 � • o REQUIRED 198 z l I z 1 BEDROOM R1 �` B R 1 B R 2 B R 1 B R 2 2" DRAIN ROCK °' DUPLEX I COVER r --- -- - S EXIST SSCO ..... -- ----- ---------I --F------ -- - --7 1 7�_,$ M w � _1 - NO SOD OVER r I � r . / _ I�" I P P --- -- $$M �� - w - w - c��\` /SEWER/N►ATER EASEMENT w� �i' j I j j z - - INFILTRATION LENS TYPICAL EASE 1 6 - be CkSC cbe CKC 015C 09C 210bV SERVICE LOCATION WITH I j I I I O 9 Li C :-• s S S S s o U CREATE POSITIVE SLOPE OF 0.5% :. . CONSTRUCTION DRAW! o f '---- ------------- q� / I I ----- M I N ------ --------- -- � w w $ H w 3 u w w /os r - I--- --1 - --1 - __, 0 INFILTRATION LENS \s v�4 SM A / I - - ------ - I--- I--- - ~ •••• •'•'� I ''1 � i r I I I •-----• FILTER FABRIC SIDES & TOP � - s i $ n CONST. INFILTRATION LENS _ _____ _ FILTRATION WINDOW - - - 7 T 2 0 s PI Pli PI P E I +ems s s ----- Al I I pI I I ,.. ::::•. SSMH In I I I -_-_- \ 2 :••::••: OF IN o O •• •• 12" MIN INTO a w t I I I I I - _ _ FREE DRAINING x z I - - - U �r I I � 1 15 S�` Imo- I I I I I I I I I I I EXCAVATE TO FREE III - - N M �- :::: 3SnOHNM01 X33d 9 „ c� ; ; Q N ;. I 1-7----r----r----r--+-T---��---�---JI I i 2 Oi DRAINING MATERIALS odo odo odo odo odo odo I I `------ --------------4------------------------1- 1------4------------------� �------------ WHERE INFILTRATION ----- CAPACITY OF o P 13 I la I j j f LENS IS SPECIFIED. SWALE AS SHOWN o :..:.= ------------- --- ------- --------------- -- REJECT N 3.0 ft / t :.:. P I x I) I SSMH A7 I » w a --- r L w w w ------ I i Q m U n m I O w w w I w w w I Iw I w w SAND OR WITH E 3 f N Q O w w w P 1 III m i I i (Do I � -I - - - �� - - - - - - w CRUSHED GRAVEL 5 N t" SSMH E1 149, _SSMH I 1 1 I I W I P 13 m� �I 3 �S �p� \ s I I I 0' Z r.. - P I o III X i p ` F m t N y N?! �I �� 1 I O I I 24 ::::: 9000 S' r P o 0 I I � N, �_ I Fs s S s S�� S'------ ---- - s s::. . . �/ SD SD SD �. SD SD SD SD SD SD F P= _� 0 3 res' l _ V . ------------- GRG GRG RETAIL P GRG GRG GRG GRG o p ; TYPICAL LOT DRAINAGE SWALE P P 6 PLEX TOWNHOUSE m I —NTS- --- --- ' i- --- --- P +� �� P to -- - TYPICAL UTILITY SERVICE & UNIT DRAINAGE DETAIL w 1 =20' 20 0 10 20 40 NOTE: UTILITY SERVICES(S) AND LOT DRAINAGE VARIES BY SCALE IN FEET W Q LOCATION AND WILL BE FINALIZED WITH CONSTRUCTION DOCUMENTS. DETAIL SHOWN FOR REFERENCE ONLY. 1"=20' z r— V 0 z w ROW 96'-0" ROW o 12'-0" 36'-0" � 36'-0" 12'-0" - > 2'-0» 2'-0" 34'-0" 34'-0" 1.75% 1.75% IIII f 0.25% t 0.25% 2% 2% m 4" OF -3/4" BASE 4" OF -3/4" BASE 7' WIDE 5" THICK CONCRETE 7' WIDE 5" THICK CONCRETE SIDEWALK (ACHD SD-709) STANDARD 3" ASPHALT PAVEMENT SIDEWALK (ACHD SD-709) VERTICAL CURB SP-3, 1/2" MIX, PG 64-28 & GUTTER (TYP) 4" -3/4" AGGREGATE BASE 50 0 25 50 100 AS PER ACHD SD-701 17" -6" PIT RUN EXTEND 3/4" MINUS Z SCALE IN FEET AND PITRUN 6" PAST 1"=50' CURB. (TYP.) 0 96 RIGHT—OF—WAY In 72' TBC TO TBC EAGLE ROAD SECTION V NOT TO SCALE m w �6 Q DATE: 10-14-2022 PROJECT: C2021-027 SHEET