Loading...
HomeMy WebLinkAboutPre-Plat PRELIMINARY PLAT SHOWING VICINITY MAP : 1"=21000' POLLARD NORTH SUBDIVISION POLLARD NORTH SUBDIVISION PRE-PLAT BOUNDARY A PARCEL OF LAND SITUATED IN A PORTION OF THE SOUTHWEST 1/4 OF THE O SOUTHEAST 1/4 AND THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 21, TOWNSHIP 4 NORTH, RANGE 1 WEST, B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO W.CHINDEN BLVD. I—r1l lil 011 lim M&m�"� 0 100 200 300 ' Plan Scale: 1" = 100' RYENN HOLDINGS LLC E5 HOLDINGS LLC PJC FARMS LLC RYENN HOLDINGS LLC EARNEST I I I / SCHWENKFELDER 3 SO421315350 SO421315205 SO4213IS105 SO42131SOSS SO421314900 Ld3 SO421428100 C (R-8) (R-4) (R-4) (R-4) (RUT) W (RUT) 3 4 m '0 4r — s EP EP EP— EP =P EP —EP EP EP EP— -EP EP EP —EP EP EP EP EP d3 ^ IP EP —EP— —E' —EP EP— EP F^ ^^ ro ro Ep BLOCK 1 BLOCK 2 BLOCK 3 1 O2 O3 O4 O5 O6 O7 O8 O9 10 11 12 13 14 1 O2 O3 O4 O5 O6 O7 O8 O9 10 11 12 13 14 15 16 17 18 19 1 O2 O3 O4 O5 O6 O7 O8 O9 10 11 12 13 14 W. FLAT ROCK ST. W. FLAT ROCK ST.Lu om BLOCK 6 40 BLOCK 5 16 .�"• - 14 > BLOCK 4 W a a 1 2 O3 O4 O5 O6 O7 O8 O9 10 11 LjL�_ 2 13 14 15 16 17 18 19 20 21 22 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 : 17 W 13 12 3 4 01 O O 9 10 11 12 13 14 15 16 17 18 19 20 21 22 >a .W 23 QWU-0 f. Z t J 24 - Q 39 5 z 2 — �t. m 3 w O w 19 'I. 11 BLOCK 3 O � FAIRB RNE OU J o0 j 18 SUBDIVISION Y OOOOOOOOO OOOOOOOOOOOO OOOOOOOOOOOOOO O ' 20 BLOCK 5 W 10 O O O z 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 J (R 8) 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 8 7 6 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 v) a o z 21 15 O z 19 = o m O u cnvuNj Q M rI �.. M w rH W. WAVERTON DR. W. WAVERTON DR. - � Q N 1 I II11111111 1? W: = R —•-�-' -`T`'� �' oz cn m R i -. R W R W :R - 'y-ram R 00 0 w h t+ 21 Il wh ;r► W > SAINT ALPHONSUS SAINT ALPHONSUS II > SCS INVESTMENTS LLC Lu m DIVERSIFIED CARE INC DIVERSIFIED CARE INC II —' R7129170600 R7129171200 R7129170900 z (C-G) o• � I a m II II m� i II i ` --------------------- � 11111111111 I — w { of w t I ; Of T I z X _0 N M U U d PRELIMINARY PLAT DATA LEGEND RESIDENTIAL AREA (TN-R) INDEX OF DRAWINGS H SITE DATA — — BOUNDARY LINE SHEET NO. SHEET TITLE N CURRENT ZONING R-8 z PROPOSED ZONING TN—R — — OFFSITE PROPERTY LINE PP1.0 COVER SHEET a COMPREHENSIVE PLAN DESIGNATION MEDIUM DENSITY RESIDENTIAL O LOT LINE PP1.1 EXISTING CONDITIONS 0 z BUILDABLE LOT AREA 12.440 ACRES z COMMON AREA 3.067 ACRES — — — SECTION LINE PP2.0 PLAT LAYOUT PLAN ROW AREA 4.249 ACRES PP3.0 PRELIMINARY ENGINEERING PLAN POLLARD NORTH SUBDIVISION a TOTAL AREA 19.756 ACRES R-$ PROPERTY ZONE DEVELOPER/OWNER f O LOT NUMBER PP3.1 PRELIMINARY SEWER PROFILES SS��NENS NG�y OVERALL LOT DATA 10 BRIGHTON DEVELOPMENT INC. 0 RESIDENTIAL LOTS 177 PP3.2 PRELIMINARY SEWER PROFILES 2929 W. NAVIGATOR DR., SUITE 400 MERIDIAN, I D COMMON LOTS — LANDSCAPE 21 MERIDIAN, IDAHO 83642 COVER SHEET COMMON LOTS — SHARED DRIVEWAY 1 COMMON LOT (LANDSCAPE) PP3.3 PRELIMINARY SEWER PROFILES PHONE: (208) 378-4000 16860 z CONTACT: JON WARDLE COMMON LOTS — ALLEYS 4 PP3.4 PRELIMINARY STREET SECTIONS EMAIL: jwordle®brightoncorp.com REVISIONS �, 9/6/2q 0 1 TOTAL LOTS 203 Q E N G I N E E R I N G z PPL1.0 PRELIMINARY PLAT LANDSCAPE COVER �� qTF OF ��P 5725 NORTH DISCOVERY WAY MINIMUM PROPERTY SIZE 2,238 SQ. FT. ENGINEER SURVEYOR NO. ITEM DATE ��/ NSF' BOISE, IDAHO z AVERAGE PROPERTY SIZE 3,062 SQ. FT. SURVEY CONTROL NOTES PPL2.0 PRELIMINARY PLAT LANDSCAPE PLAN / 1 ADDED PEDESTRIAN CROSSINGS AND REVISED UTILITIES 7/25/24 N C. K� PHONE(208)639-6939 Q W KM ENGINEERING kmengllp.com z DENSITY PPL3.0 PRELIMINARY PLAT LANDSCAPE PLAN 5725 NORTH DISCOVERY WAY 2 REVISED SEWER DESIGN 9/6/24 1. ALL SURVEY DATA IS BASED ON THE NAD83 STATE PLANE E GROSS DENSITY 8.959 UNITS/ACRE PPL4.0 PRELIMINARY PLAT LANDSCAPE PLAN BOISE, IDAHO 83713 DATE: SEPTEMBER 2024 NET DENSITY 14.228 UNITS/ACRE COORDINATE SYSTEM (IDAHO WEST 1 103) AND VERTICAL PHONE: (208) 639-6939 Digitally signed by Lachlin (NAVD88) DATUM. CONTACT: LACHLIN KINSELLA, P.E. PROJECT: 24-031 PPL5.0 PRELIMINARY PLAT FENCE PLAN AND DETAILS Kinsella, P.E. REFER TO THE QUALIFIED OPEN SPACE EXHIBIT FOR ADDITIONAL INFORMATION. EMAIL: Ikinsella®kmengllp.com SHEET NO. J PPL6.0 PRELIMINARY PLAT LANDSCAPE DETAILS Date: 2024.09.0610:38:15 W a N -06'00' P P 1. � a Fo — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — EP EP �R EP EP EP EP— EP EP EP EP T P EP EP EP— `^ `^ EP EP EP EP EP EP — — —EP — — EP — — EP — — EP — — EP— — —E� �� �P — —EP — — �P— — — — — �� — — ��\ E5 HOLDINGS LLC _cD_ Fp FP PJC FARMS LLC RYENN HOLDINGS LLC EARNEST d3 d3 2F3\ EP EP EP EP�—N SO421315205 ;P EP EP EP EP EP _ SO421315105 P EP EP EP EP EP EP �_ SO421315055 EP EP EP — EP EP_��P— SO421314900 EP I / / PROJECT BOUNDARY / / / / 1 0 50 100 150 Plan Scale: 1" = 50' Cz N LEGEND 1 EXISTING IMPROVEMENTS SANITARY SEWER LINE J I �g`L� / I I -j W w WATER LINE A z I / G G G- GAS LINE Q RETAIN AND PROTECT 5� 1 = oo 0 EXISTING WATER MAIN / '� / O —op—op— OVERHEAD POWER LINE QM Q W GI GI w la GRAVITY IRRIGATION LINE om z / �M� �I W O SEWER MANHOLE a ILu wv 1 WATER VALVE 2 \ / �� / LJ J ® WATER METER m \ �� I z FIRE HYDRANT o w w / / / w z / I J �Q, POWER POLE m m \ ✓ cn Q / N / N I U m POWER BOX co ww 1 ch z CONNECT TO EXISTING SEWER 30' VEOLIA WATER � / I cQ EP EDGE OF PAVEMENT / � z / G o � MAIN. REFER TO PRELIMINARY EASEMENT o _ _ EG EG EDGE OF GRAVEL `n Q �`' ENGINEERING PLANS FOR CONNECT TO EXISTING WATER `n Q ' REMOVE SIDEWALK. REFER TO r c� RETAIN AND PROTECT EXISTING r �r 0 � / w ADDITIONAL INFO. MAIN. REFER TO PRELIMINARY o PRELIMINARY ENGINEERING PRESSURE IRRIGATION MAIN i \• Fh o' I ��ENGINEERING PLANS FOR o' PLANS FOR ADDITIONAL INFO. o / 30' CITY OF MERIDIAN W - O TREE DECIDUOUS -� - - - - / - - - - - - - - - - - - - - - 1 - - - - - NTH- - - ADDITIONAL INFO. - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - / - - - - - m SEWER EASEMENT — — — — API— — — B-PI BPI API �Pi — — —6t f�Pf— — � Y — — �' — — o"�` — — o" — — �8' I API— — =6f — — —6t — — o'Ft- - Z �Pi— — A _ (n N =_ =====_ ===== _ = = = = = — ===== === - = 2645 — EXISTING GRADE CONTOUR �* .®. \ \ i �.® 12" ; 12 W 12"W 12"W 12"W 12"W "' W 12"W ; 12"W 12"W 12"W_ 12"W 12"W 12"W = 12"W i1�W 12"W 12"W 12"W 12"W 12"W �12"W 12"W 12"W = 12"W 12"W 12"W 12",y 12 --W. WAVERTON DR. 8„s " " " „ s „ 8„s s „s / " s „ „s s 3 -253j� 2532„ 2`S`33 4 4 s _2533_ „ „ „ „ �25,34 2s3g 2S`36 N 4"PS 4"PS 4"PS 4"PS 4'PS BPS 4"PS 4"PS 4"PS 4"PS PS 4"PS 4"PS 4"PS 4"PS�4"PS 4"PS 4"PS 4"PS 4"PS 4 PS'4"PS 4°PS 4"PS 4°PS 4"PS 4"Pa 5 II U7 I t 1 1 6 °�• 11 S S •/. .•I V 3 S f S f. t. S o0 Np Am oo n , - - - - - - - - - - - - - - - - - - - - - - - - - - - r — T7 — - - - - - - - - - - - - - - - - - - - - - -� - - - Z� r � - - - - - - - - - - - - - - - - - -\- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EP — —EP EP tr t er _ EARNEST —1 ® SCHWENKFELDER �— L SO421314900 r SO421428100 12"GI ,T41 12 GI 12"GI 12"GI 12"GI / — _ _ PROJECT BOUNDARY RETAIN AND PROTECT GRAVITY / IRRIGATION PIPE / Lu 1 �. rL � ��� / 12"W 12"W 12"W 12"W 1: of / I - -- - - -- -- - - - / / � I Lu 1 / / / RETAIN AND PROTECT Lu / / �p0� WATER MAIN Lu oo J CONNECT TO EXISTING WATER 1 / MAIN. REFER TO PRELIMINARY w w U ENGINEERING PLANS FOR of Ui � / / I 3 I 1 _ ADDITIONAL INFO. Coz < / / / / I 00 I / cn Q Q � w I I c r wz G 1 I -- I � o w - / REMOVE SIDEWALK. REFER TO / I I I I c� RETAIN AND PROTECT EXISTING / oo PRELIMINARY ENGINEERING / : PRESSURE IRRIGATION MAIN REMOVE SIDEWALK. REFER TO 1 �30' VEOLIA WATER I I /- PLANS FOR ADDITIONAL INFO. I \ - / PRELIMINARY ENGINEERING 30' VEOLIA WATER EASEMENT - - PLANS R ADDITIONAL INFO. / EASEMENT t------ 8 P =6"13t�-16 fah -�6"€t - �" PI - -6 t�-16�Y - - �' - - - - - - - �Pt.....................-.8--P - - -0 Fpi -- API- - - e='PI--� 6 1- - -BSI- - -8 1- - -64H - - s PF o \ � \ 1J - - - 4 \ \\ % 1 12'W �12 W 12"W 12"W 12W12"W ; 12"W 12" 12"W�12"W 12"W 12"W 2"W ; 12"W 12"W 12"W 12"W T 12"W 12"W 12"W / / W. WAVERTON DR. / '� oo \ 12 yy 72 �253,\ 2538' m 2539 2540 2S4 w / I - / _ _ I g r — / REMOVE SIDEWALK. REFER TO o REMOVE SIDEWALK. REFER TOcb\ \� m I \ I PRELIMINARY ENGINEERING \ \\�\ \ �_ L—, / PLANS IFOR YADD ADDITIONAL INFO. N I I \ \ PLANS FOR ADDITIONAL INFO. J O co LW zo i II I� I \ \ \ \ \\ o a \ J� Ld z z \ \ „ \ 2 0 0 l _Lu V Co Lu z I \ 12;U�54A 2" 12"W— Z z POLLARD NORTH SUBDIVISION �pNAL f O MERIDIAN, ID ��SS ENSF�c�yAmok O w EXISTING CONDITIONS z a REVISIONS s� 9/6/24 �o E N G I N E E R I N G �C� qTF OF ��P �' 5725 NORTH DISCOVERY WAY g NO. ITEM DATE 'Z/� C. K\Nc,� BOISE,IDAHO 83713 w 1 ADDED PEDESTRIAN CROSSINGS AND REVISED UTILITIES 7/25/24 PHONE(208)639-6939 w 2 REVISED SEWER DESIGN 9/6/24 kmengllp.com — Z DATE: SEPTEMBER 2024 C PROJECT: 24-031 c SHEET NO. J W m 0 a i a - - - - - - - - - - - - - - - - - - - - - - E5 HOLDINGS LLC PJC FARMS LLC RYENN HOLDINGS LLC EARNEST SO421315205 10.00' SO421315105 10.15' SO421315055 SO421314900 ii 22.81' 50.00' 1 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 1 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.64' � I ACHD STORM ACHD STORM 60' BLOCK 2 ' 0 50 100 150 DRAIN EASEMENT BLOCK 1 DRAIN EASEMENT o 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 � 2 u� 3 u� 4 u� 5 u� 6 u 7 u� 8 u� 9 � 10 u� 11 �' 12 u� 13 00 14 00 °° 1 0° 2 u� 3 u� 4 u� 5 L 6 L 7 L 8 L 9 � 10 � 11 � 12 � 13 LO Plan Scale: 1" = 50' O O 00 O Oro Oro O O O O O O O o 00 03 O O O O O O Oro O Oro Oro Oro 06 O <D 1,564 SF c° 3,425 SF (D 3,425 SF (D 3,425 SF (D 3,425 SF (D 3,425 SF (D 3,425 SF (D 3,425 SF (D 3,425 SF (D 3,425 SF (D 3,425 SF (D 3,425 SF (D 3,425 SF 635 SF I 645 SF 3,425 SF (D 3,425 SF (D 3,425 SF (D 3,425 SF CO 3,425 SF (D 3,425 SF (D 3,425 SF (D 3,425 SF (D 3,425 SF (D 3,425 SF (D 3,425 SF (D 3,469 SF (D 1 3 ii I 12' P.U.E. 50' 22.85' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' I 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 40.80' 14.25' 14.14' 1 W. FLAT ROCK ST. I 9.84'-// 15.07' 9•63 ACHD STORM I ' LL u )7,84' DRAIN EASEMENT LJJ J Y Z 27.00' 27.00' 27.00'. 27.00'_ _27.00'_ _27.00' 27.00' 27.00' 27.00' 27.00' W W 74.00' 27.00' 27.00' 27.00' 27.00' 27.00' 27.00' 27.00' 27.00' 27.00' 27.00' 22 92' - 27.00'_ _27.00'_ _27.00' 27.00' 27.00' 27.00' 27.00' 27.00' 27.00' 27.00' 27.00' 27.00' 27.00' 27.00' 27.00' 38.00' 85.00' 19.43'' < ; w ACHD STORM W W y w ui 40 ACHD STORM I o 0 a o DRAIN EASEMENT W y w Q I 1,731 SF I DRAIN EASEMENT 10 � M I Q 16 2,720 SF �. U0 J O O O O O O O O O O O O W W W W O O O O O O O O O O O (r! O O O O O O O O O O O O O O 0 ' 0 U lD J O O O O O O O O O O O O O O O O O O O O O O O Q O O O O O O O O O O O O O O O L6 m p r�i r7 r�i r�i r�i r�i r�i r�i r�i r�i r�i r�i r�i r�i r�i r�i r�i r�i r�i r�i r�i r�i r�i w o Ki r i r i r i r i r i r i r i r i r i raj r�i r�i r�i r�i I 85 0' W N Cn 0 vi O0o O4 00 )n Oao O7 n O8 n OOo 10 Oo 11 ao w y 12 ao 13 ao 14 ao 15 ao 16 ao 17 ao 18 ao 19 ao 20 ao 21 ao 22 Oo Q 41 aD 42 aD 43 aD 44 co 45 00 46 00 47 00 48 00 49 00 50 co 51 00 52 00 53 00 54 ao 55 ao 56 I o 17 2,295 SF y - m w c� Z 1,253 SF 2,241 SF 2,241 SF 2,241 SF 2,241 SF 2,241 SF 2,241 SF 2,241 SF 2,241 SF 2,241 SF 2,241 SF 6,142 SF 2,241 SF 2,241 SF 2,241 SF 2,241 SF 2,241 SF 2,241 SF 2,241 SF 2,241 SF 2,241 SF 2,241 SF p p U, ff' 2,241 SF 2,241 SF 2,241 SF 2,241 SF 2,241 SF 2,241 SF 2,241 SF 2,241 SF 2,241 SF 2,241 SF 2,241 SF 2,241 SF 2,241 SF 2,241 SF 2,241 SF 2,986 SF N N W I ' W z oN y y y W W 23 rn o PRIVATE STORM I W Q 15.12' - - - - - - - - - - - - - - - - - - - - - W W DRAIN EASEMENT 0 5 0 Iw � - y - - - - - - - - - - - - - - - - - - - - - - -1,030SF Z 16.76' - - - - - - - - - - L - - - - - - - - - - - - - - - - - -I �� 81$02,295SF27.00' 27.00' 27.00' 27.00' 27.00' 27.00' 27.00' 27.00' 27.00' 27.00' 74.00' 27.00' 27.00' 27.00' 27.00' 27.00' 27.00' 27.00' 27.00' 27.00' 27.00' 27.00' 27.00' 27.00' 27.00' 27.00' 27.00' 27.00' 27.00' 27.00' 27.00' 27.00' 27.00' 27.00' 27.00' ��• N N y' LJJ w 20.00' 42' SHARED 36' SHARED 20.02 36' SHARED 85 0' W W z BLOCK 6 24 12,939 SF 17.37' ' BLOCK 5 39 12,486 SF 10.no' 18.85' 0 0 UTILITY EASEMENT UTILITY EASEMENT 1 1.16' 16.07' UTILITY EASEMENT 19 2,295 SF '? J 27.00' 27.00' 27.00' 27.00' 27.00' -27.00'. -27.001 -27.00' -27.00' 27.00' y 7 27.00' 27.00'--27.00'--27.00' 27.00' 27.00'- -27.00 1- -27.00' 27.00' 27.00'--27.00'--27.00' 8.43' 27.00'- -27.00' 27.00' 27.00'--27.00'--27.00' 27.00' 27.00'- -27.00'- -27.00' 27.00' 27.00' 27.00' 27.00' 27.00' 26.00'- - - N N I f = w y + W 20.12' PRIVATE STORM I � � 8.43' � 85 00' (, 12' P.U.E. 22.00' � DRAIN EASEMENT � � 15.00' . . �' �' �' I o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o i� i� o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 85 O 0 W W 0 o o o o o o o o �n �O �O LO LO LO LO LO LO LO LO LO Ln �n �n o o o n 0 Oi 0 Di Di Oi Di Di 0 6 6 0 6 0 6 0 0 0 0 Di ai Di Di 0 0 Di Di Di Di Cn Cn Cn of of of of of Di of of r r W W N 49 48 00 47 00 46 00 45 00 44 00 43 00 42 00 41 00 40 00 39 00 38 i 37 00 36 00 35 00 34 00 33 00 32 00 31 00 30 00 29 00 28 00 27 00 26 00 25 ao I o0 38 37 00 36 00 35 00 34 00 33 00 32 00 31 00 30 00 29 00 28 00 27 00 26 00 25 ao 24 ao 23 ao 22 N 20 2,295 SF N w W W 1,667 SF 2,417 SF 2,417 SF 2,417 SF 2,417 SF 2,417 SF 2,417 SF 2,417 SF 2,417 SF 2,417 SF 2,417 SF 1,969 SF 2,417 SF 2,417 SF 2,417 SF 2,417 SF 2,417 SF 2,417 SF 2,417 SF 2,417 SF 2,417 SF 2,417 SF 2,417 SF 2,417 SF 1,005 SF I 1,432 SF 2,417 SF 2,417 SF 2,417 SF 2,417 SF 2,417 SF 2,417 SF 2,417 SF 2,417 SF 2,417 SF 2,417 SF 2,417 SF 2,417 SF 2,417 SF 2,417 SF 2,417 SF 3,370 SF I 22.00' 60' - - 20.00 - - - - - - -16.00' - - - - - - - - - - - - - - - - - - - - - - - - - - N 21 2,835 SF W N 105.00' 23.34' 27.00' 27.00' 27.00' 27.00' 27.00' 27.00' 27.00' 27.00' �27.00' _ 27.00' 27.00' 27.00' 27.00' 27.00, 27.00' 27.00' 27.00' 27.00' 27.00' 27.00'_ _27.00' 27.00'-. ] 27.00'_ _27.00' 27.00' 27.00' 27.00' 27.00' 27.00' 27.00'- 27.00'_ _27.00' 27.00' 27.00' 27.00' 27.00' 27.00' 38.00'_ W W W 202.22' � Y 11.23' � Y 10.50' � I 3.66' W. WAVERTON DR. Z W J Z W W D Q (nQ y Z V) U) 0 O0H m W W 0 w W L) �W 0_ � 0 iOz w0 azcn U LO W - - - - - - - - - - - - -� �- - - - - w - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - i- -I - - r � - - - - - - - - - - - - - - - - - - - - � � - - - - w - - - - - - - - - - - - - - - - - - - - - - - -_�� g - - - - - - - Lq �$$o EARNEST SCHWENKFELDER Q S SO421314900 10.00 10.00' SO421428100 �o 50.13' 50.00' 50.00' 50.00' 64.27' 61 72.00' 72.00' 72.00' 72.00' 72.00' 72.00' 72.00' 72.00' 72.00' 72.00' 72.00' 87.00' 81.92' S-E 1/16 ' BLOCK 2 0 0 iD 0 o 00 CO 0 BLOCK 3 O14 "' 15 16 18 � 19 LO v, 1 2 "' 3 4 5 "' 6 "' 7 "' 8 "' 9 "' 10 "' 11 "' 12 "' "' 14 0 eo O eo O eo O 0o O I O 0o O 0o O 0o O oo O oo O oo O ao O ao O ao O 0o O 00 13 00 O 00 1 3,430 SF �D 3,425 SF �D 3,425 SF �D 3,425 SF �D 4,403 SF 627 SF 627 SF 4,932 SF �O 4,932 SF �O 4,932 SF �O 4,932 SF CD 4,932 SF CD 4,932 SF CD 4,932 SF CD 4,932 SF CD 4,132 SF CD 4,132 SF w 4,132 SF w �D 5,620 SF (D I 6,152 SF ' 40.30' 50.00' 50.00' 50.00' 64.27' 72.00' 72.00' 72.00' 72.00' 72.00' 72.00' 72.00' 72.00' 72.00' 72.00' 72.00' 18.05' 3 82.17' - ACHD STORM 15.34' 42g. ��6�' ' DRAIN EASEMENT 15.31 20.66' 15 2,242 SF 20.00' W. FLAT ROCK ST. --� 7-�- -0 - - - - - - - - - - - - - - - - - - 15.3289 24' W W ACHD STORM 10.00' 8.62' ACHD STORM 13.81' N DRAIN EASEMENT ' DRAIN EASEMENT 20.00' 3.49' �, I LO 13.82' p[ 85.00' 38.00' 27.00' 35.00' -40.00'- 40 00'- _40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' W30.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' I 6,043 SF CO W v 2,720 SF 14 o I ACHD STORM N � o I DRAIN EASEMENT O ' I I O O o 4 I O O O O O O O O O O O O O O O O O O O O O w N N 8540 � 0 0 0 � vi 0 0 0 o O o O O O O o o O o O o O O O O o 0 92.50, CO _ - J o U 0 I 1 2 3 000 4 r � 1 000 2 0`00 3 0000 4 00 5 0``0 6 00 7 0 8 0`00 9 00 10 00 11 0`00 12 0`00 13 00 14 00 15 0``0 16 0`00 17 00 18 0`00 19 0``0 20 000 21 000 22 r- w Q ' 0 2,295 SF 13 O O O O O O O O O O O O O w O O O O O O O O O LJJ N N 2,986 SF 2,241 SF 2,905 SF 772 SF 1,603 SF 3,320 SF 3,320 SF 3,320 SF 3,320 SF 3,320 SF 3,320 SF 3,320 SF 3,320 SF 3,320 SF 3,320 SF 2,490 SF 3,320 SF 3,320 SF 3,320 SF 3,320 SF 3,320 SF 3,320 SF 3,320 SF 3,320 SF 3,320 SF 751 SF 00 z 0 W _ _ 43.98' ACHD STORM ui 17 Q w Sri BLOCKS 2,295SFLO 8120 - - - - - 9.88' w 60 19_89' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - DRAIN EASEMENT - - - - - - - - - - - - - - - - - - - - - - - - - I u� 08 wQ 9.27' 5, 8 SF _j w - N N N 27.00' 35.00' 40.00' 40.00' 40.00' 40.Oo' 40.00' 40.Oo' 40.Oo' 40.Oo' 40.Oo' 40.00' 30.00' 40.Oo' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' I 92.50' > w W 15 I 20.00' 0 z ' W 0 85 0 0 O 10.00' o > 0 36' SHARED BLOCK 4 23 16,384 SF ' 23,752 SF o 0 5,497 SF o Q o UTILITY EASEMENT 7C J 2,295 SF 11 ^ N N w BLOCK 3 -26.00'- -27.00'- -35.00' Q w -40.00'- -40.00' - - 40.00'- -40.00'- -40.00'- -40.00' - - 40.00'- -40.00'- -40.00'- -40.00'- -30.00' -40.00'- -40.00'. -40.00'- - 40.00'- -40.00'- -40.00' -40.00'- -40.00'- -40.00'- Q 0 0 U PRIVATE 85.00' 18.85' 19.89' 9.34' = 0 18 0 ' STORM DRAIN 0 W I `D 5,550 SF `D EASEMENT 85 0 - - - o ao ao 0 w 0 a, 0 0v n U) 0 i_ 00 00 0 0 0v n o LO m Q O O O 00 00 cD O O CO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W W o2,295 SF 10 N N Op N N N N N N N N N N N N M M r) r7 r7 r7 r) W 92.50' 85.00' o O 00 O0° O u I 43 00 42 00 41 ao 40 ao 39 00 38 00 37 ao 36 ao 35 ao 34 ao 00 32 ao 31 ao 30 ao 29 ao 28 ao 27 ao 26 ao 25 ao 24 ao J - 3,118 SF 2,238 SF 2,892 SF cn 3,316 SF 3,316 SF 3,317 SF 3,317 SF 3,317 SF 3,318 SF 3,318 SF 3,318 SF 3,319 SF 3,319 SF 3,319 SF 3,320 SF 3,320 SF 3,320 SF 3,321 SF 3,321 SF 3,321 SF 3,322 SF 3,322 SF v� 0 85.00' 0 0 20.00' o 2,835 SF O9 PRIVATE STORM i� 0 r ^ 3 88' 6.01' I DRAIN EASEMENT '� o = z �- N - - 105.00- N - - - - - - - - - - - - - - - - - -�- - - - - - 0 60' 19 W� -38.00'- 27.00' 30.77' - �� �� -40.00'- -40.00' - - 40.00'- 40.00' 40.00'- 40.00'- - 40.00'- -40.00'- -40.Oo' -40.Oo'- 40.Oo'- -40.00' -40.00'_ -40.00'_ 40.00' 40.00' 40.00' 40.00' 40.00' 5,550 SF - - - - - - - - - - �� �8 � � - - - - - - - _ 164.32' 524.75' 2 67 21.54' Y � w Y o- 92.52' - 6.70' 3 J Z J W .2¢ \w\ w w v v v y w w w 3 W. WAVERTON DR. 69),\���\ W W y - Q Q� I � w- O 0 Q�- _m \ �\ P W W y •L W W y O UUw ww UNw Q~w 0- Q ~w \ �\�� W 33 W ^^ 581B5SFCD 3 iO w o Lq w Q \ \\�\\� 20,960 SF W W - - � � - - -^ =�W- - -�^- - - - - /� - - /� - - /������ _�R/W ,� <w- - ^L R/� �W- � =Z= -_ ��� \� 105.42' - - - - -_- - - - - - - - - - - - - � - - - 2� - - - - o \ � - - - - �1l - - Q I I \\\ \ 13.01' �� 21 F- o0 PRELIMINARY PLAT NOTES \\\ 15.59' Q�" O w �- J \ \ 14.13' Q 7,330SF w� zF- z a 1. FUTURE DEVELOPMENT SHALL BE CONSISTENT WITH THE MINIMUM DIMENSIONAL STANDARDS LISTED IN UDC TABLES \\ o��� vWi a uj O m 1 1-2D-6 FOR THE TN-R ZONING DISTRICT. \ `d 13.49' _��` 127.47 cn w w �\ N SJ j� y y � LmU) 2. FRONT, REAR, AND SIDE YARD EASEMENT LOCATIONS AND WIDTHS TO BE DETERMINED WITH THE FINAL PLAT. �\ o� \ h Q 0- 0 �w U in r. (O LL 3. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED SUBDIVISION STANDARDS ^ 0 = a z OF THE CITY OF MERIDIAN. 22 Q w �? - o \ SIGHT DISTANCE \ W ��v 0 0 z \ 7,347 SF u? - LO \ EASEMENT , _ _ _ �_ - - - 4. IRRIGATION WATER IS PROVIDED FROM SETTLERS IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE SECTION 31-3805(1)(b). A SECONDARY IRRIGATION SOURCE SHALL BE PROVIDED AND MEET THE CITY OF MERIDIAN / / - z X REQUIREMENTS. 3.g ' W \� g 5. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503, RIGHT TO FARM ACT, WHICH STATES 'NO Z AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE / / \v/ \\��� 17.79' Y PRIVATE OF PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NON AGRICULTURAL ACTIVITIES Z AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION WAS NOT A NUISANCE g AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHENEVER A POLLARD NORTH SUBDIVISION O NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY AGRICULTURAL OPERATION, �SS\pNAL t-*0 L.L o AGRICULTURAL FACILITY OR EXPANSION THEREOF. MERIDIAN ID ENS ti Q 6. DIRECT LOT ACCESS TO N. POLLARD LN. AND W. WAVERTON DR. IS PROHIBITED. O PLAT LAYOUT PLAN z 7. LOT 23, BLOCK 4, LOTS 5 AND 39, BLOCK 5, AND LOT 24, BLOCK 6 ARE PRIVATE ALLEYS AND SUBJECT TO A 16860 BLANKET UTILITY EASEMENT FOR PRESSURE IRRIGATION, STORM DRAINAGE, AND PUBLIC UTILITIES. LOT OWNER'S REVISIONS s 916124 o ENGINEERING ' WITHIN THIS SUBDIVISION HAVE THE PERPETUAL RIGHT OF INGRESS AND EGRESS OVER SAID LOTS AND SAID y 'If P� PERPETUAL EASEMENT SHALL RUN WITH THE LAND. MAINTENANCE FOR SAID LOTS WILL BE PROVIDED FOR IN THE NO. ITEM DATE F OF �� �v 5725 NORTH DISCOVERY WAY COVENANTS, CONDITIONS AND RESTRICTIONS FOR THIS SUBDIVISION. THE RESTRICTIVE COVENANT FOR MAINTENANCE ti�/� C K�NS BOISE, IDAHO83713 w OF THE PRIVATE ALLEYS CANNOT BE MODIFIED AND THE HOMEOWNER'S ASSOCIATION CANNOT BE DISSOLVED 1 ADDED PEDESTRIAN CROSSINGS AND REVISED UTILITIES 7/25/24 PHONE(208)639-6939 w WITHOUT THE EXPRESS CONSENT OF THE CITY OF MERIDIAN. THE PRIVATE ALLEYS SHALL MEET THE MERIDIAN CITY kmengllp.com z CODE 1 1-3F. 2 REVISED SEWER DESIGN 9/6/24 w DATE: SEPTEMBER 2024 a 8. LOT 15, BLOCK 3 IS SUBJECT TO A BLANKET EASEMENT FOR THE COMMON DRIVE. SAID COMMON LOT SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION, OR ASSIGNS. SAID COMMON LOT IS ALSO SUBJECT PROJECT: 24 031 TO BLANKET ACCESS AND UTILITY EASEMENTS FOR PRESSURE IRRIGATION, STORM DRAINAGE, AND PUBLIC UTILITIES. SHEET NO. J W 9. SEE SHEET PP1.0 FOR RESIDENTIAL ZONING BOUNDARIES. P P 2.O a - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PJCFARMSLLC - - - SSCO #9 - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ SSMH 17 48-INCH _ _ _ _ _ _ _ EP EP -EP EP EP EP EP- EP EP EP EP EP EP E EP EF EP EP EP EP EP EP EP EP EP E� - - ��`_ SO421315105 RIM:2530.15 RIM:2532.25 E5 HOLDINGS LLC RYENN HOLDINGS LLC EARNEST DEPTH:15.5' DEPTH:16.4' d3 d3 d3 EP EP EP -EP EI SO421315205 ;P E -EP EP EP -EP SEWER ALIGNMENT"A"- -EP INV OUT:2514.66 $" (S)EP EP EP EP EP EP SO421315055 EP E INV IN:2515.96 8" (E) EP-EP- SO421314900 - - - - �= REFER TO PP3.1 FOR PROFILE INV OUT:2515.86 8" (W) 6"PI 6"PI 6"PI "PI 6"PI 6"PI 6"PI 6"PI "PI 6"PI 6 PI 6"PI 6'PI 6"PI 6"PI 6"PI 6"PI 6'PI 6"PI rri B B \ i I BLOCK 1 I BLOCK 2 ' 0 50 100 150 .1 O2 3O O4 5O O6 O7 O8 O9 10 11 12 13 i 14 ,1 1 O2 3O O4 5O O6 O7 O8 O9 10 11 12 13 ' Plan Scale: 1" = 50' o I I w 196.4' of 8" PVC @ 1.74% I 0 00 -j3 :nIt II " F� vI W ' SSMH #15�(48-INCH) t s s RIM:2528.39 ... .... DEPTH-8.2' 8"W i 8 W 8"W B.,W B.,W 8., ..Inr : B..W ..W - 8., .,W B.,W 8.,v, 8'W 1 8•'W 8.. B..W 1+00 2+00 3+00 4+00 W. FLAT ROCK ST.5+00 6+00 0. N 7+00 8+00 9+00 10+00 1 1+00 12+00 13+00 INV IN:2520.51 4" (N) 18"S 8"S 8"S 8" 8"S 8"SI "S 8"$ 8"S' ` 8f S 8" 8"S 8"S 8"S 8"S 81'S 8"S l 8"S INV OUT:2520.18 8" (E) � SSMH # - 400.0' of 8" PVC @ 0.40% 389.6' of 8" PVC ® 0.40% L.L - , RI(M:2530.28 -----�---b8:' ____ -- �sE . # ). a a # ( ) _- SSMH #12 (48-INCH) SSMH #1 RI((48-IN H) LJJ n� SSMH 16 (48-INCH DEPTH:16.1' SSMH 6 48-INCH J RIM:2529.55 w INV IN:2514.26 8" (E) - RIM:2531.01 - - RIM:2532.21 rn Z cn w SEWER ALIGNMENT"C"- DEPTH:8.1' MERIDIAN RESEARCH J SEWER ALIGNMENT"C" D D 400.0' of 8" PVC @ 0.60% !6 X p7 �X DEPTH:1 1.9' INV IN:2514.26 8" (W) w 40 DEPTH:17.6' DEPTH:9.1' W REFER TO PP3.2 FOR PROFILE INV IN:2525.25 4" (E) 16 y y PARK LLC p REFER TO PP3.2 FOR PROFILE Cn INV IN:2517.78 8" (W) m= INV IN:2514.26 8" (N) + 7 INV IN:2513.56 8" E �' = I y I y oc m D ( ) INV IN:2523.22 8" (E) D INV OUT:2524.92 8" (S) I O 50421336500 Q m M BLOCK 6 INV OUT:2517.68 8" (E) m > INV OUT:2514.16 8" (S) oo INV IN:2513.56 8" (W) INV OUT:2523.12 8" (W) BLOCK 5 m I y ly '` J a 1 O2 O3 O4 O5 O6 O7 z O8 O9 10 11 12 13 14 15 16 17 18 Lu z 19 20 21 22 a "' I INV OUT 2513 46 INV IN:2513.56 '8'(N S 44 45 46 47 48 49 50 51 52 z 53 54 55 56 I o` 17 y co Z N ( ) + • rn O � 41 42 43 r R?8, I ;y 76.3' of 8" PVC ® 0.60% y I I w N 23 O 26 SSMH #10 (48-INCH)'L -Iry 1-\v- - X - - - - - - - D Z - - - - - - - ET - - - - - - - D -I I 18 W s W i RIM:2528.99 IN L1J DEPTH:8.3' s �, 8'VIf 1 ..� �1+00 1 .SDI, 12�2+00 a2. D °3+00 °12"Sp 24 ,Q 4+00• • 5+00 � ,6+00 7+00 8+00 9+00 a 10+00 39 ;' 11+00 12+00 INV IN:2521.06 4" (N) 8.. `�.. 8..�' .,5. 8•'S, s 8,. $'S ,S $..$° Br,S INV IN:2521.06 4" INV OUT:2520.73 8>, (E) I .11 D , o - - - - - - - - - - D y w U y y SEWER ALIGNMENT"B" I ll I N m ao 239.0' of 8" PVC ® 4.00% 272.5' of 8" PVC ® 0.42% SEWER ALIGNMENT"B" s y yI Q J REFER TO PP3.1 FOR PROFILE 382.5' of 8" PVC @ 0.60% 254.7' of 8" PVC @ 1.87% a, EXISTING SSCO #29 � I � I REFER TO PP3.1 FOR PROFILE RIM:2530.80 N I I I 25 ° 63.5' of 8" PVC @ 0.41% 20 y y y yl y 1 DEPTH:20.6' 49 48 47 46 45 44 43 42 41 40 39 I 38 137 36 35 34 33 32 31 30 29 28 27 26 3g 37 I 36 I 35 34 33 32 31 30 29 28 27 26 25 24 23 22 •y y y INV OUT:2510.22 8" (S) SSMH #11 (48-INCH) SEWER ALIGNMENT"A a REMOVE BLOW-OFF AND CONNECT y y y y yr 1 RIM:2529.96 1' REFER TO PP3.1 FOR PROFILE TO EXISTING WATER MAIN I � I 1 I - - - - - - DNVPIN•15 8 - - - - - - - - - - - - - - - - - - - - - - - - - - � - y y - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CONNECT TO EXISTING frII " I- - sal- - - - sir - e - r - �'�r - �" _I :2 1 .43 8" (W - �'� - - 'Fr - - - "PI -m -errl- eI= =sit 6" - - �r - �'�r - �r "13r - �" - - "Pr - y - y - PRESSURE IRRIGATION SYSTEM N N °i _ _ _ - - - - - - - _ _ _ _ _ _ _ _ - INV OUT:2518.33 8" (E) y - A - - - - - - 347.0' of 8" PVC ® 0.42% - - - - - - - - N - - - - - - - - - - - - - - - - - - - - - - - - - - ° - - - - - - -°- - - - 63.0' of 8" PVC @ 0.63% m 347.0' of 8" PVC C�? 0.43% lsE : EXISTING SSMH #13 M:25INCH) W z_ - ,. .. ° - - S�WNRCMAI TO EXISTING AND " • ' °' ,. °• .• e •• i 12" = 12 W 12'w 12°W 12'w 12'W 12 W 12"W = 12 W 12'W 12"W 12"w PRESSUREOIIRRGATIONESYSTEM " _ c 12°W .. 12 W" 12°W 12°W- -12'"Lv � RIM 2533.33 811F 12"W 12"W 12"W 12"W 12'W 1W N 12 w w W. WAVERTON DR. : 61.5' of 8" PVC ® 0.41% of w o INV IN:2524.46P8H (N) 8"sue s 8"s " � D w" s 4 a s Es s w s 0 1n N EXISTING SSMH 3 60-INCH EXISTING SSCO 5 1+00 V) U o INV IN:2524.79 4" S 00 cn a # ( ), # .. 4°P _EXISTING SSMH #4 (60-INCH) cn a ( ) PRESSURE IRRIGATION m EXISTING SSMH #2 (60-INCH) 4"PS 4"Ps 4'Ps-� W4 PS 4'Ps Ps RIM:2531.52 s 4"PS RIM:2532.97 RIM:2533.09 4"PS 4"PS 4"PS �w W 4"Ps 4"Ps 4"Ps- INV IN:2524.79 4" (E) MAIN TO BE RELOCATED 64.2' of 8" PVC @ 0.45% RIM:2531.07 a zo DEPTH:20.2' > w p ( ) v DEPTH:20.2' DEPTH:19.8' INV OUT: ' a • s. sue• i INV IN:2511.40 8" (S) s INV OUT:2513.20 8" (S) f _ y �2 36 8 o I� Y 524 W -frfw rw a�� R5at1-14 � - � r- - - -0. - - - --r - - - -r..- - - - INV IN251295 8" N a- ='� ,... - - �s_� �w - -� - - - - - = �r��r�� - - � '- - �I+�= �\.? c�z ' INV IN:2509.82 8" (N) - - - - - - - - - - INV IN:251 1.40 8' (E) INV IN:2512.95 8" (E) SSMH #22 (48-INCH) g INV IN:2509.82 8" (E) SSMH #18 (48-INCH) INV OUT:2511.30 8" (W) INV IN:2512.95 8" (S) a_' RIM:2539.97 3 RIM:2534.57 0' SSCO #28 SSMH #20 (48-INCH) RIM:2534.54 RIM:2536.24 INV OUT:2512.85 8" (W) DEPTH:8.2' N INV OUT:2509.72 8" (S) E�- DEPTH:17.1' a INV IN:2517.60 8" (E) _EP DEPTH:15.8' DEPTH:8.3' INV IN:2532.10 4" (N) 5 EP EP EARNEST FE INV IN:2517.60 8" (S) INV OUT:2518.73 8" (S) INV IN:2528.04 8" (E) SCHWENKFELDER INV IN:2532.10 4" (NE) EXISTING SSMH #1 (60-INCH) SO421314900 INV OUT:2517.50 8" (W) INV OUT:2527.94 8" (W) SO421428100 INV OUT:2531.77 8" (W) 12 12"cI 12"cI 12"cI - RIM:2531.12 _ rn DEPTH:21.8' N +6 PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6" I 6"PI 6"PI INV IN:2509.43 8" (N) SEWER ALIGNMENT"E" I 99,0' of 8" PVC ® 0.40% BLOCK 3 INV OUT:2509.33 8" (E) m = ' BLOCK 2 REFER TO PP3.3 FOR PROFILE I I T 14 15 16 17 18 i 19 ':I1 1 O2 O3 O4 O5 O6 O7 O8 O9 10 11 12 13 14 rn N ' � I a Oo - 8• 8,W ..W .. _ - ,., 12"W 12" 12"W 12"W .....V 12"W 12' 1 ,.,.., 12 12"W 12"W- 1 "W 14+00 15+00 16+00 : 17+00 18- 19+00 20+00 21+00 22+00 23+00 24+00 �25+00 I W. FLAT ROCK ST. ' •°• ��� � � ,� , �" "S 8"S 8" 8"$ 8"S 8"S 8'IS 8"$ 0 S 8"S 8"S 8" 8"S 8"S� 8"$ 18"S 8"S Rk = 155.4' of 8" PVC ® 0.41% 1+0 _� 9 ---- --- CONNECT 1+00 >sE _____-;s.��y�� _ T � SSMH #21 (48-INCH) T RIM:2538.67 CONNECT TO EXISTING WATER 0o s LLi SSMH 19 48-INCH ^� -MAIN. INSTALL 12" TEE AND 12" # ( ) - 200.0' of 8" PVC ® 4.80% DEPTH:8.6' 269.8' of 8" PVC ® 0.60% - D "� �E GATE VALVE. IFFcn - RIM:2535.26 - I III oo W' _ LJJ REFER TO PP3.2 W 414 } I J Q J 400.0' of 8" PVC C� 0.50% I 1 I1 INV IN:2530.15 8" (E) � - 1 w -•1 z - �---1s 12"w 1: I _ SEWER ALIGNMENT"C" I I DEPTH:17.0' I I I i• " ~ w I- SEWER ALIGNMENT"C" 11, INV OUT:2530.05 8" (W) 22 16 0 ' 2 FOR PROFILE I w p INV IN:2518.33 8" (N) w BLOCK 4 j I w y 0 o REFER TO PP3.2 FOR PROFILE I I I m - J < w INV IN:2518.33 8" (E) w O O O O O O O O O O O O O O C 3 C Q 13 I I O O= a O 4 INV OUT:2518.23 8" (W) O4 O5 O6 =Q 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 SSMH #26 (48-INCH) d0 I N w w Lu 1 2 3 N w i j i l RIM:2541.09 LLJ 2$ 2 O O O I III 17 DEPTH:8.7' I_u 122.5' of 8" PVC ® 5.00% "2 • I INV IN:2532.53 8" (S) �1.� 12 I �',oa ; � - D N - - - - - - - - - - - - - - - - - - - - - - - - - - - D- - - - - - - - - - - - - - INV IN:2532.86 4" (NE) SEWER ALIGNMENT"D" c i Z w w " INV OUT:2532.43 8" (W) LJJ 1 W _ 8, s �W ; g r N. g"jy 8.W. 8.. 8 W: •v - z REFER TO PP3.3 FOR PROFILE 5 3 00 4+00 5+00 j 6+00 7+00. r 8+00 23 9+00� 10+00 W $� 1 1+00. O s , o? J y y y 11 Y Sys 'I 8"s JS's 8'S 8 s a1's s' ; "s 8 s i• 8' BLOCK 3 ' y y - - - - - - - - - - - Lu t t t O Da N D iI y _ 18 BLOCK 5 s D SEWER ALIGNMENT"D"- 1 I 190.5' of 8" PVC 0.40% " u 454.6' of 8" PVC ® 1.26% 1 I 390.0' of 8" PVC @ 0.49% 15 I''I REFER TO PP3.3 FOR PROFILE 1 y Co ' yOy 10 Og O7 O6 1 43 42 41 40 39 38 37 36 35 34 i i 32 31 30 29 28 27 26 25 24 3 °� - y y y 1 I I J° 00 ry y II REMOVE BLOW-OFF AND CONNECT J T y y y INSTALL 10' WIDE CONCRETE 1 TO EXISTING WATER MAIN z INSTALL 10' WIDE CONCRETE y y O MULTI-USE PATHWAY i MULTI-USE PATHWAY 15 of 8 P ® 0.60% - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 33 - m - y�t - "1 - 6 PI -6 - - �' - - - - �s - - - - �rPt- - Pf- - frPl- - 6"PI- - BSI- - 6 1 6 1- -6 -6�t - 19 PRESSURE IRRIGATION SSMH 24 48-INCH SEWER ALIGNMENT"D" - - - # ( ) y� \ y y y y y y y y REFER TO PP3.3 FOR PROFILE 0 CA � : � W RIM:2537.83 � •• � .. , MAIN TO BE RELOCATED 12"W 12"W 12"W 12'W 12"W 12" 12"W 12"W 12"W 1: Z �'W 2' -DEPTH:$.3' 12"W Lu12"W 1 "W 12"W rn SSMH #23 (481 INCH) CONNECT TO EXISTING W. WAVERTON DR. INV IN:2529.63 8" (E) 12 w r2„w y R145' RIM:2535.45 PRESSURE IRRIGATION SYSTEM cn cn o INV OUT:2529.53 8" (W) m \ \ O DEPTH. 1.7' � w # ( ) INV IN:2523.82 8" (E) � z Q SSMH 25 48-INCH 12'w� INV IN:2524.15 4" W - - 0- p RIM:2540.34 \y W y wR1 w o ( )- k \ \\ y y y y y y y'2 + SSMH #27 (48-INCH) 0 DEPTH:8.8' '� INV IN:2524.15 4" (S)• - =-" W�TW- - - % - - - R/W " R%° 3 ��: W-'� ^� -•-' =Z= - - -RL�°- - - = INV IN:2531.66 8" (E) \ \ y y y RIM:2541.67 IINV OUT:2523.72 8" (N). - -=- - - - - - - - - - - - - - - - - - - --- a- .� � -_---- --------g_-- - - - - - --INV OUT:2531_56 8" (W), \ , DEPTH:8.2' - - INSTALL 10' WIDE CONCRETE - m / r INV IN:2533.80 4" (S) rn MULTI-USE PATHWAY I I INSTALL 10' WIDE CONCRETE ��b� y CO INV OUT:2533.47 8" (N) v : I MULTI-USE PATHWAY M I I �� ° '�� / � 21 z N PRELIMINARY ENGINEERING NOTES � `� / Q w� z a 1. DOMESTIC WATER SERVICE WILL BE PROVIDED BY PRESSURE IRRIGATION SYSTEM SHOWN IS PRELIMINARY \�' Q� a , ✓ co� O VEOLIA. WATER MAINS WILL BE LOOPED THROUGHOUT AND WILL BE DETERMINED WITH THE FINAL PLAT DESIGN \ 2% �/ y =�� N w THE SUBDIVISION CONNECTING TO THE EXISTING WATER PHASE. �j y y Sj-J� y yuj y y MAINS IN N. POLLARD LN., W. WAVERTON DR., AND N. SCS INVESTMENTS LLC \� s �� \ y\Nk h �w y y y 0- 0 y y CONNECT TO EXISTING U SILVER BIRCH AVE. 8. CONSTRUCTION OF THE FOLLOWING IMPROVEMENTS WILL R7129170600 ¢ y PRESSURE IRRIGATION SYSTEM o BE IN COMPLIANCE WITH THE STANDARD MERIDIAN a 2. SANITARY SEWER SERVICE WILL BE PROVIDED BY THE CONSTRUCTION NOTES: DRAINAGE; SEWER; AND \ \p ��k ,\� \"�'\\ y 22 W y y CITY OF MERIDIAN. THE PROJECT WILL BE SERVED BY PRESSURE IRRIGATION. THE SANITARY SEWER MAINS CONSTRUCTED WITH THE POLLARD SUBDIVISION No. 1 PROJECT. 9. CITY OF MERIDIAN SANITARY SEWER AND VEOLIA WATER y y y a EASEMENT LOCATIONS SHALL BE DETERMINED DURING / / r2• o = �_� - _ - z 3. WATER AND SEWER LINE SIZES AND LOCATIONS ARE THE FINAL PLAT DESIGN PHASE. / /\\\ \ O Z PRELIMINARY AND SHALL BE DETERMINED WITH THE \ \ r2 N a Z FINAL PLAT DESIGN PHASE. 10. PUBLIC UTILITIES, PRESSURE IRRIGATION, AND DRAINAGE \v/ 12"w 2" 12"w- u EASEMENTS SHALL BE DETERMINED DURING THE FINAL u 4. ALL DOMESTIC WATER MAINS AND SANITARY SEWER WILL PLAT DESIGN PHASE. O BE INSTALLED IN ACCORDANCE WITH THE IDAHO POLLARD NORTH SUBDIVISION o DEPARTMENT OF ENVIRONMENTAL QUALITY AND CITY OF 11. REFER TO SHEET PP3.4 FOR STREET SECTIONS. Z MERIDIAN REQUIREMENTS. 12. PEDESTRIAN CROSSING LOCATIONS ALONG STREETS MERIDIAN, ID �c``SS\ONENSFHc�'� Admk Z 5. ALL ALLEYS SHALL BE PRIVATELY OWNED AND SHALL BE DETERMINED DURING THE FINAL PLAT DESIGN O E MAINTAINED BY THE HOMEOWNER'S ASSOCIATION AND PHASE. PRELMINARY ENGINEERING PLAN DESIGNED TO ACHD'S STANDARDS. ALL STREETS NOT 16860 z LOCATED WITHIN A COMMON LOT SHALL BE DEDICATED 13. FIRE HYDRANTS AND STREET LIGHT LOCATIONS SHALL BE TO ACHD. SEE THE PRELIMINARY STREET SECTIONS, DETERMINED DURING THE FINAL PLAT DESIGN PHASE. REVISIONS s� 9/6/2� �o Q ENGINEERING 3 SHEET PP3.2. NO. ITEM DATE qTF \OP �v a C� OF 5725 NORTH DISCOVERY WAY 6. STORM DRAINAGE FROM THE PRIVATE ALLEYS SHALL BE 1 ADDED PEDESTRIAN CROSSINGS AND REVISED UTILITIES 7/25/24 �<%N C• Y, BOISE, IDAHO 83713 Q PHONE(208)639-6939 W COLLECTED AND ROUTED TO STORM FACILITIES THAT kmengllp.com z MEET ACHD'S AND THE CITY OF MERIDIAN'S 2 REVISED SEWER DESIGN 9/6/24 _ z REQUIREMENTS. THE PRIVATE AND PUBLIC STORM DATE: SEPTEMBER 2024 o FACILITY TYPES, SIZES, AND LOCATIONS WILL BE DETERMINED WITH THE FINAL PLAT DESIGN PHASE. PROJECT: 24-031 SHEET NO. J 7. THE PRESSURE IRRIGATION SYSTEM FOR THE PROJECT LLJ SHALL CONNECT TO THE POLLARD SUBDIVISION No. 1 PP3.0 a PRESSURE IRRIGATION IMPROVEMENTS. THE PROPOSED 2545 2545 U Z_ 2540 (.0 0 Z w U) 2540 vv�i 0 �O " " 00 0 L� 00 Co 00 ') M 0 00 .-� _ L- 2 0 In In In 00 L- 0 0 , •... J (n J .. N g 01 0 0) N 00 N 0 bii�� O Z `� O W I Z .� .. N00"04 NNN U M 20 CoO — 0 .�`..� 0 _ _ _ 2 N O O 0 LO � N N 00 r- CO _Z L� Co 00 00 U O _ 00 U O " " 00 0 000� NNNN H �jCAN 10 000 z� 0) Z� 000000 � 0 Co 2535 2535 z +O = zzz (OcflMrH ao � � � Ki 1 0 rn 10 (0 (0 � u N H - - - 0-Z +� 2 = M�_ 00 O rrj-00 N N N 0 (D XH� W » > > N�N � O OOOMMM N �(D �00— l(7 W(n0 OZZZ Z_ XH� W > CD�� I� MLnM N N �^ WNO_ OZ +� = ZZZ = �OM � N ��� � NNN O � N 2NNH - - - 0 +M = Z +U—) 0 'M — ~ \�� \ cn�� wzzz Z , a- O> v�i� w » > > O�N ? O � NNO_ 0 - - - NNOf0Z Z NNFEOZZZ Z_ UQ V) W W > H— 2530 — — — — — — v)v)FE 0 Z 2530 EXISTING GROUND 2525 2525 2520 2520 REMOVE CLEANOUT AND CONNECT TO EXISTING SEWER MAIN 2 515 99.0' of 2 515 I 42.6' of 8" PVC @ 0.40% 80.4' of 8" PVC ® 0.41% 61.5' of 8" PVC ® 0.41% EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2510 63.5' of 8" PVC Q 0.41% 2510 Co 0) 0 M 00 M M M M M r) N LO LO LO M M M M N N N (V N N N 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 SEWER ALIGNMENT A 0 50 100 150 0 5 10 15 Profile Horizontal Scale: 1" = 50' Profile Vertical Scale: 1" = 5' 2545 2545 o Z N w _2540 = w 2540 J Z LL ^ 00 Z 00 J (n 2 0 v I Wp 00 't � cD W N �.^..`. M �O �� Z " ZO 00 �� O O Cn N r r J � co W U O " 00 I LE N �M N O N �. 20 v ZL- c00oco 000 N MOOM NNN N �LnO� M L� N rj ��rrj M M M �N� C N O W Z " I O (0 (0 (0 � M r,� N +MONNN +MOON Zm O Co CM MLO0 M NNN" N N =NM = ZZZ 00 MLn = z O 2535 Zo Co 00o M M No�D � riKi �I�NCAN �Q C14a - - - ��N � — 2535 I Ili � � M �O 00 (DM� � NNN H =O)N = Z U NNO Lj OZZZ Z (nN0 OZ Z 000 to (D � 0 06 - +M � ~ — — — 00 0 �nj0 N 2r-N � ZZZ 0 (nH: w > > 000" NN 00N - IN ? EXISTING GROUND N w » > > cncno- 0 ? ? - - - - - - - - - - - - - - - - - - - - - - - - - — �O0pM � M N m"t04 0 - - U) OZZZ Z _ — O N Op N N — — — U)Q E L > > — 2530 =±NMZZ o (��o LouZ Z — — - - 2530 mo w » > - - - - - - (n(no- OZZ Z - - - - - - - - - - - -- - - - - -- - - - - 25252525 272.5' of 8" PVC ® 0.42% �76.3' of 8" PVC ® 0.60% 2520 382.5' of 8" PVC @ 0.60% ® tt�0% 2520 �c 39 0 0{ S P 254.7' of 2 8" PVC @ 1.87q 2515 2515 I EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT d 2510 2510 m O C� O un I _ _ _ _ z 0) 00 N M � M 00 On c0 00 c0 00 0 M rn O O 0) Cn n On 0 O O O M M M O u N N N N N N N N r'r) M M M M M M M M n M M M M d L() M L() M M M M M U-) M M M � M M M 0 N N LO N N N N N 3 N N N N N N N N N N N N N N N N N N m N U z D a 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 v EWER ALIG NMENT NMENT B z G 0 50 100 150 0 5 10 15 O Y U Profile Horizontal Scale: 1" = 50' Profile Vertical Scale: 1" = 5' u Or- POLLARD NORTH SUBDIVISION LL O Z SC A L £HC MERIDIAN, ID �� ENSF Z PRELIMINARY SEWER PROFILES 16860 z REVISIONS s� 9/6/24 �o E N G I N E E R I N G 3 NO. ITEM DATE OF ��P �v 5725 NORTH DISCOVERY WAY C K�NS BOISE, IDAHO 83713 1 ADDED PEDESTRIAN CROSSINGS AND REVISED UTILITIES 7/25/24 PHONE(208)639-6939 F 2 REVISED SEWER DESIGN 9/6/24 kmengllp.com z z DATE: SEPTEMBER 2024 0 NOTE: PROJECT: 24-031 SANITARY SEWER PROFILES ARE PRELIMINARY. THE LOCATION AND J ELEVATIONS OF THE STRUCTURES AND PIPES SHALL BE SHEET NO. Lu DETERMINED WITH FINAL DESIGN. PP3. 1 2545 2545 wU = C) ..0 00 2540 _ 1 0 00 Co O 2540 o ^� co 00 Ln ZL - Corl- oocOo�� � r Ln o ^.... M 1 0 00 C° 00 0 � N O v =O i � Z 00 O 00 +rr) N N C1q 0) LO ^v Z O 00 Z 00 Co 00 CO N in QM > > > ^ =O �= UO 00 ���- =�N Z Z 0 2535 =o 00 0o i o v, 00 �rnNED � N U)U) 0ZZ Z Z0 00 —0 00 0 00 NNN 0� 0 - - - — 2535 Z L� 'tN00- _±N Z — I u- 00 O ff- �C'4 — LO .. .. � — — —000 o rn u) 00 0 0 0 u) LO N EXISTING GROUND N w z z - - - In o O N O)p) N N N N N 0_ 0 — — - - - - O p N O N N H +N = Z Z Z = — — — — — — — — — — �OM(V N N +0 2 Z � 2cDN H — — — 0 — — — — — — — — — — O00 0. N H LO N H — 0 NH� 0 > > > > — — — — — — — — — — — — 2530 +0 .. .. D c - w > > � oZZZ Z _ - - - - 2530 2�NHZ 0 mmofOZ Z V)V)0_ O Z Z — — — — — — — — — — — — 2525 2525 2520 40--- 2520 of 8" PVC @ 0.607 155.4' of 8" PVC @ 0.41 196.4' of 8„ 389.6' of 8" PVC @ 0.40% PVC @ 1.74q 400.0' of 8" PVC @ 0.40% 2515 I 2515 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2510 2510 U? U? (D 00 O N Lq 00 rn M cD rn n O o r7 Lq r� O N cD O cD O) 00 00 00 00 00 O) Di O O) Di O O O O o N N N N N n n 't N N N N N N N N N N N M M r7 r7 M r7 ro r) r) r) r) r> r) ro r7 r7 r7 M U, u � to to to V) to V) 0 Lo U" U" N N N N N N N N N N N N N N N N N N N N N N N (V N (V N N N N N 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 SEWER ALIGNMENT C 0 50 100 150 0 5 10 15 Profile Horizontal Scale: 1" = 50' Profile Vertical Scale: 1" = 5' 2550 2550 O ZZ =o ""_ 00 ^3 zL - - Co 2545 Z o 10 0 0 2545 u 00 �O Q N M o ^� 00 � N N O O .ia �� NCO) N to u') N Zuj U 00 _^ O +r700NN �p --- ZO 00 N�pp ( u) N 2NLn N � ZZ =O ff) N� = Z O (nH� W » > Z L� Co Co 00 N O r +Cq 00 N 0 (n(n 0 Z Z Z 2540 � M � OWN oNo 04� N w > > - - - 2540 �N o eo ao — 04 LO EXISTING GROUND En cf) 0 Z Z — — — — — — — — — — r, Lo � N =�N = Z 0 - - - +r7 � NN - - - _ N = Z Z C) N H W Z Z CL 2535 - - - - - - - - 2535 269.8' of 8" PVC 2530 400.0' of 8" PVC @ 0.50% 2525 @ be 2525 Q�G 1 16 0 0 2520 2520 I EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT d 2515 2515 m N r7 cD 00 n u� 00 On O N I� O N Lq � O z � L0 � O CO w CO 00 00 00 O) O) O) O) O) O L V) V) L0 LO V 0 N 0 Lr) Ln LO LO L0 LO L() 3 N N N N N N N N N N N N N N N N N N N m N U D 0 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 a v EWER ALIG NMENT NMENT C z G 0 50 100 150 0 5 10 15 O Y U Profile Horizontal Scale: 1" = 50' Profile Vertical Scale: 1" = 5' g Or- POLLARD NORTH SUBDIVISION LL O Z SC A L £HC MERIDIAN, ID �� ENSF Z PRELIMINARY SEWER PROFILES 16860 z REVISIONS s� 9/6/24 �o I E N G I N E E R I N G 3 NO. ITEM DATE OF ��P �v 5725 NORTH DISCOVERY WAY C K�NS BOISE, IDAHO 83713 1 ADDED PEDESTRIAN CROSSINGS AND REVISED UTILITIES 7/25/24 PHONE(208)639-6939 F 2 REVISED SEWER DESIGN 9/6/24 kmengllp.com z z DATE: SEPTEMBER 2024 0 NOTE: PROJECT: 24-031 SANITARY SEWER PROFILES ARE PRELIMINARY. THE LOCATION AND J ELEVATIONS OF THE STRUCTURES AND PIPES SHALL BE SHEET NO. Lu DETERMINED WITH FINAL DESIGN. PP3.2 2550 2550 0 z 0 0 0 W `. �o 00 ^ mo zL 00 = v_ Z� " CO I O r- Z O 00 10 00 '� 00 00 r7 _ LO 2545 ^ I O 00 (0 0 O LPO 00 N Cq rrj r7 2545 w CO�� �' L�.°o" � � C-q N V O .� C) r7 Cq U—) � N +� 00 N D � _ZWO CO CO N�M� � N +� OONN =�N � Z O ^••...Zi I L� M � O}OaoN H N_� m Z Z O �Q d ....� C) `'�`'= �0 (0 0) 2�N2Z 0 �Q� � > > > NN0' 0Z Z_ 20 .Wiwi ZO CO - OM O) I00 N �Q� CL > (n Z Z Z _ _ - - - - - - - z.. " " c0 I �` N^� 'n N EXISTING GROUND N N F o z z — 2540 I 0000 O 000 � � � �; +roCON _ — _ - - -IT - - - - - - - - - - - - - - - - - — 2540 000 OO Off_ � � � N 2tDU-) O (D (D r, r7�� rNNN 0 ~ - _ - - 01-- I, � NN�j � � LOL N U)- W > > - - NNO_ 0 Z Z 000Ln7 - - N Npr� � NNN ? I _ — - - - - O M 7 N N =N N Z Z Z 0 _ =±NmZZ C) �'�: ' >> Z Z - - - - - - - - - — 2535 cn(no- oZZ Z — - - -- - 2535 156.3' of 8" PVC ® 0.60% 190.5' of 8" PVC © 0.40% 390.0' of 8" PVC ® 0.49% 2530 2530 454.6 of 8" PVC @ 1.26% 2525 2525 00% @5. QJc a 2520 �225 0{ 2520 LJ EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2515 2515 c0 O M c0 O M Ll� (D O) I- O M c0 N 10 o r7 Lq r� C� r r Ln (O (O (D C0 C0 r r- n 00 CO 00 00 m O O O O O O r7 r7 M n n n ro r7 ro r7 ro PO ro M r7 n to 't 't ' It d) U) LO Ln 0 0 Ln LO U U-) LO LO 0 U*) U*) 0 V) 0 0 0 0 LO 0 LO to to N N N N N N N N N N N N N N N N N N N N N N N N N N N 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 SEWER ALIGNMENT D 0 50 100 150 0 5 10 15 Profile Horizontal Scale: 1" = 50' Profile Vertical Scale: 1" = 5' 2550 2550 2545 2545 ^ .�^v U)=o Z uj00 `. Z 00 o ao 2540 00 00 00 0 N o 2540 roror) n 00 00 0 w- of 06 0�" 0)O N 0 L 0 L 00 Ln �OL'jl-: LpLq (N N0)4LN 0V) 7NN M 0)1) +L6 Z Z O +Ln = O =�N - - 07N O NU) � � >> > UQ NOfOZZ Z U) w 2535 Ulu)0� 0 — 2535 EXISTING GROUND 2530 2530 2525 2525 2520 2520 99.0' of 8" PVC EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT d 2515 2515 m z a r7 r\ N Od L0 n 3 N N m U D 0 0+50 1+00 1+50 2+00 2+50 a v EWER ALIG NMENT NMENT E z G 0 50 100 150 0 5 10 15 O Y U Profile Horizontal Scale: 1" = 50' Profile Vertical Scale: 1" = 5' g POLLARD NORTH SUBDIVISION LL O Z SC A L £HC MERIDIAN, ID �� ENSF Z PRELIMINARY SEWER PROFILES 16860 z REVISIONS s� 9/6/24 �o E N G I N E E R I N G 3 NO. ITEM DATE OF ��P �v 5725 NORTH DISCOVERY WAY �� C K�NS BOISE, IDAHO 83713 1 ADDED PEDESTRIAN CROSSINGS AND REVISED UTILITIES 7/25/24 PHONE(208)639-6939 F 2 REVISED SEWER DESIGN 9/6/24 kmengllp.com z z DATE: SEPTEMBER 2024 0 NOTE: PROJECT: 24-031 SANITARY SEWER PROFILES ARE PRELIMINARY. THE LOCATION AND J ELEVATIONS OF THE STRUCTURES AND PIPES SHALL BE SHEET NO. Lu DETERMINED WITH FINAL DESIGN. PP3.3 NOTE: 20' PL—PL STREET SECTIONS ARE PRELIMINARY AND SHALL BE DETERMINED AT FINAL DESIGN BASED ON THE GEOTECHNICAL ENGINEERING REPORT AND ACHD'S REQUIREMENTS. 1' LANDING, TYP. CONCRETE 3/4"—MINUS CRUSHED AGGREGATE BASE STREET SECTION A ( PRIVATE ALL SCALE: NTS 1.5' ACHD 1.5' ACHD SIDEWALK 54' RIGHT—OF—WAY SIDEWALK EASEMENT EASEMENT 0.5' 11' TBC—CL 16' CL—TBC 0.5' 5' SIDEWALK 8' PLANTER THRU LANE THRU LANE PARK LANE 8' PLANTER 5' SIDEWALK 3:1 MAX. SLOPE TO EXISTING X\\�\\ 1' LANDING, / /\ TYP. \ �%��\ \�\ . \ �\ /\/X\ �\ /� /` 6" VERTICAL CURB 3" ROLLED CURB ASPHALT PAVEMENT AND GUTTER, TYP. AND GUTTER, TYP. 3/4"—MINUS CRUSHED AGGREGATE BASE COMPACTED SUBGRADE 6" MINUS PIT—RUN SUBBASE STREET SECTION B ( LOCAL) SCALE: NTS 1.5' ACHD 1.5' ACHD SIDEWALK 60' RIGHT—OF—WAY SIDEWALK EASEMENT EASEMENT 0.5' 16.5' TBC—CL 16.5' CL—TBC 0.5' 5' SIDEWALK 8' PLANTER 9 91 6.67 8' PLANTER 5' SIDEWALK 3:1 MAX. PARK LANE THRU LANE THRU LANE PARK LANE SLOPE TO EXISTING \//\//\//\ \ \ \ \ \ \ \ \ \ \ 1' LANDING, \\/�\�j�\ \/ /\/\\/\\/\\ \\/\\/\\/\\/\\/\\/\\/\ \ \\/\\/\\/\\ \ TYP. \/x �\�/�\ \/�\/�\ A\ \ 3" ROLLED CURB 6" VERTICAL CURB ASPHALT PAVEMENT AND GUTTER, TYP. AND GUTTER, TYP. 3/4"—MINUS CRUSHED AGGREGATE BASE COMPACTED SUBGRADE 6" MINUS PIT—RUN SUBBASE STREET SECTION C ( LOCAL) SCALE: NTS 1.5' ACHD 1.5' ACHD SIDEWALK 60' RIGHT—OF—WAY SIDEWALK EASEMENT EASEMENT 0.5' 16.5' TBC—CL 16.5' CL—TBC 0.5' PLANTER- 7 91 91 7 3:1 MAX. 5' SIDEWALK 8' PLANTER PARK LANE THRU LANE THRU LANE PARK LANE 8' PLANTER 5' SIDEWALK SLOPE TO EXISTING // // 1' LANDING, TYP. /\//� 6" VERTICAL CURB ASPHALT PAVEMENT AND GUTTER, TYP. \ 3/4"—MINLIS CRUSHED AGGREGATE BASE COMPACTED SUBGRADE 6" MINUS PIT—RUN SUBBASE STREET SECTION D ( LOCAL) SCALE: NTS 6.5' ACHD 6.5' ACHD SIDEWALK 63' RIGHT—OF—WAY SIDEWALK m EASEMENT EASEMENT z a 5.5' 18' TBC—CL 18' CL—TBC 5.5' N 2' 10' MULTI—USE PATHWAY 8' PLANTER 7.5' 10' 10' 7.5' 8' PLANTER 10' MULTI—USE PATHWAY 2' O PARK LANE THRU LANE THRU LANE PARK LANE 3 3:1 MAX. — SLOPE TO EXISTING U d z a 1' LANDING. Z 6" VERTICAL CURB ASPHALT PAVEMENT U AND GUTTER, TYP. EXISTING STREET SECTION 3/4"—MINUS CRUSHED AGGREGATE BASE 6" MINUS PIT—RUN SUBBASE POLLARD NORTH SUBDIVISION O TONAL £ ILL w MERIDIAN, ID ��SS ENSFHc��L z STREET SECTION E (COLLECTOR) O w PRELIMINARY STREET SECTIONS SCALE: NTS z 16860 REVISIONS s� 9/6/24 �o E N G I N E E R I N G 3 NO. ITEM DATE OF ��P �v 5725 NORTH DISCOVERY WAY C K�NS BOISE, IDAHO 83713 1 ADDED PEDESTRIAN CROSSINGS AND REVISED UTILITIES 7/25/24 PHONE(208)639-6939 F 2 REVISED SEWER DESIGN 9/6/24 kmengllp.com z z DATE: SEPTEMBER 2024 0 PROJECT: 24-031 SHEET NO. J W M PP3.4