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HomeMy WebLinkAboutPublic Utility Plan 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 e 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 L d3 SO421428100 (R-8) (R-4) (R-4) (R-4) (RUT) w (RUT) 3 a 'u '� " EP EP EP— F =P EP —EP— —EP EP EP EP— -EP EP EP EP EP EP EP EP d -EP PP—EP— - -EP EP- EP F^ p BLOCK 1 BLOCK 2 BLOCK 3 1y O2 O3 O4 O5 O6 O7 O8 O9 10 11 12 13 14 1 O2 O3 G 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 1 . W. FLAT ROCK ST. W. FLAT ROCK ST. w -- 16 z 40 o BLOCK 6 BLOCK 5 BLOCK 4 W W a Lu a 1 2 O3 O4 O5 O6 O7 O8 O9 10 11 112 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 y 1O 2 O3 4 0 1 O2 O3 4O O5 O6 O7 O8 O9 10 11 12 13 14 15 16 17 18 19 20 21 22Lu a 23 Q 18 W 12 U- 17 Z r 24 - 39 z Q 5 2 - w 19 'I. 11 w 3 m BLOCK 3 O O FAIRB RNE OU J O j 18 SUBDIVISION Y OOOOOOOOO OOOOOOOOOOOO OOOOOOOOOOOOOO O 20 BLOCK 5 W 10 O O O z O O O O O O O O O O O O O O O O O O O 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 = Ln o m O - � . �. . . � � — M -1 Lu M w rH W. WAVERTON DR. W. WAVERTON DR. o :E r20 Q N I v 1 I II1 1 1 1 11 1 1 R L,- '— 0 0 R W R W = 0 1 I� wrn h �► 21 II w �► W ® _ _ > SAINT ALPHONSUS SAINT ALPHONSUS II I> SCS INVESTMENTS LLC Lu m DIVERSIFIED CARE INC DIVERSIFIED CARE INC II I-J R7129170600 R7129171200 R7129170900 z (C-G) (C-G) (C-G) 0 a m 0 II ' I _u I� ` A I1111111111 w { � I � \ w Of + F I I T I II � z o m u x m PRELIMINARY PLAT DATA LEGEND LD RESIDENTIAL AREA (TN-R) SITE DATA — — BOUNDARY LINE CURRENT ZONING R-8 INDEX OF DRAWINGS z PROPOSED ZONING TN-R — — OFFSITE PROPERTY LINE SHEET NO. SHEET TITLE 0 a COMPREHENSIVE PLAN DESIGNATION MEDIUM DENSITY RESIDENTIAL LOT LINE PP1.0 COVER SHEET U z BUILDABLE LOT AREA 12.440 ACRES z COMMON AREA 3.067 ACRES — — — SECTION LINE PP1.1 EXISTING CONDITIONS ROW AREA 4.249 ACRES POLLARD NORTH SUBDIVISION O a TOTAL AREA 19.756 ACRES R-$ PROPERTY ZONE PP2.0 PLAT LAYOUT PLAN DEVELOPER/OWNER S�p0L EN OVERALL LOT DATA 10 LOT NUMBER PP3.0 PRELMINARY ENGINEERING PLAN BRIGHTON DEVELOPMENT INC. o�`�S �C,ENSF c�'y MERIDIAN ID o 2929 W. NAVIGATOR DR., SUITE 400 ! � � � RESIDENTIAL LOTS 177 PP3.1 PRELIMINARY SEWER PROFILE MERIDIAN, IDAHO 83642 COMMON LOTS - LANDSCAPE 21 PHONE: (208) 378-4000 COVER SHEET z COMMON LOTS — SHARED DRIVEWAY 1 PP3.2 PRELIMINARY STREET SECTIONS CONTACT: JON WARDLE 860 If COMMON LOTS — ALLEYS 4 EMAIL: jwordle®brightoncorp.com REVISIONS �� 7/10/2Y� �o 1 TOTAL LOTS 203 PPL1.0 PRELIMINARY PLAT LANDSCAPE COVER E N G I N E E R I N G SURVEY CONTROL NOTES PPL2.0 PRELIMINARY PLAT LANDSCAPE PLAN �C� qTF OF ��P v 5725 NORTH DISCOVERY WAY MINIMUM PROPERTY SIZE 2,238 SQ. FT. ENGINEER SURVEYOR NO. ITEM DATE ��/ NSF' BOISE, IDAHO83713 W AVERAGE PROPERTY SIZE 3,062 SQ. FT. PPL3.0 PRELIMINARY PLAT LANDSCAPE PLAN / N C. Y, PHONE(208)639-6939 Q w 1. ALL SURVEY DATA IS BASED ON THE NAD83 STATE PLANE KM ENGINEERING DENSITY COORDINATE SYSTEM (IDAHO WEST 1103) AND VERTICAL PPL4.0 PRELIMINARY PLAT LANDSCAPE PLAN 5725 NORTH DISCOVERY WAY kmengllp.com z E GROSS DENSITY 8.959 UNITS/ACRE (NAVD88) DATUM. BOISE, IDAHO 83713 DATE: DULY 2024 NET DENSITY 14.228 UNITS/ACRE NET PRELIMINARY PLAT FENCE PLAN AND DETAILS PHONE: (208) 639-6939 Digitally signed by PPL6.0 PRELIMINARY PLAT LANDSCAPE DETAILS CONTACT: LACHLIN KINSELLA, P.E. Lachlin C Kinsella, P.E. PROJECT: 24-031 REFER TO THE QUALIFIED OPEN SPACE EXHIBIT FOR ADDITIONAL INFORMATION. EMAIL: Ikinsella®kmengllp.com J SHEET N 0 Date: 2024.07.10 . 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REFER TO PRELIMINARY a z CONNECT TO EXISTING SEWER 30' VEOLIA WATER a- / I cQ EP EDGE OF PAVEMENT / � z / G o ENGINEERING PLANS FOR MAIN. REFER TO PRELIMINARY EASEMENT o _ _ EG EG EDGE OF GRAVEL ADDITIONAL INFO. n Q ENGINEERING PLANS FOR CONNECT TO EXISTING WATER n Q ' REMOVE SIDEWALK. REFER TO RETAIN AND PROTECT EXISTING r � �I' c� � w ADDITIONAL INFO. MAIN. REFER TO PRELIMINARY w / PRELIMINARY ENGINEERING � PRESSURE IRRIGATION MAIN i \• � � ENGINEERING PLANS FOR o PLANS FOR ADDITIONAL INFO. / 30' CITY OF MERIDIAN W - �_ TREE DECIDUOUS -� - - - - / - - - - - - - - - - - - - - - - - - - - NTH- - - ADDITIONAL INFO. - - - - - - - - - - - - - � - - - - - - - — — — — — — — — — — — — — — — — — - / - - - - - -�� SEWER EASEMENT 3 \ — — — — >�PI— — — B-PI— — —"I a9 I- 1 — — —6�t �— — ��t — — �'- — — o -$' I �API— — =6�t — — —6�t — — oft — — o'��"" — — u„Fry —�o„" — — �" ` — — �"" — — �" — — Z �Pi— — �n 2645 — EXISTING GRADE CONTOUR fm - - 12" ; 12 W 12"W 12"W 12"W 12"W "' W 12"W ; 12"W 12"W 12"W_ 12' 12"W 12"W = 12"W —A- 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. 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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 22.81' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.64' C BLOCK 1 0 0 0 o BLOCK 2 ' 0 50 100 150 ;10o 0 0 0 0 0 0 0 0 0 0 0 o u� Lq � � o 0 0 0 0 0 0 0 0 0 0 0 ur 1 � 2 �' 3 �' 4 �' S �' 6 u� 7 �' 8 �' 9 � 10 �' 11 � 12 u� 13 00 14 00 °° 1 °0 2 u� 3 u� 4 L 5 L 6 L 7 u 8 L 9 � 10 � 11 � 12 � 13 � Plan Scale: 1" = 50' a0 of O a0 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O cD Lo 0 � O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 <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 CD 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 I� 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' 50.00' 50.00' 1 50.00' 1 50.00' 1 50.00' 1 50.00' 1 50.00' 1 50.00' 50.00' 1 50.00' 1 50.00' 1 40.80' 50.00' 1 14.25' ' 14.14' W. 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Q O O O O O O O O O O O O O O O J J O O 0 O 0 O 0 O 0 O O O w w w 0 O O O O O 0 O 0 O 0 Q O O O O O O O O O O O O O O O ui m p r�i r�7,,�r�i r�i r�i r�i r�i r�i (Di (Di r�i r�i r�i r�i r�i r�i r�i r�i r�i r�i r�i r�i ri 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 raj I 85 0' �, .� I � Lu N -i a 00 WUZ Co OCo O4 Co OCo O00 O7 00 O8 Go O9 Go 10 Co 11 00 w y 12 00 13 00 14 00 15 00 16 00 17 00 18 00 19 00 20 00 21 Co 22 Co Q Cn vi 1 41 00 42 GD 43 00 44 00 45 00 46 00 47 00 48 00 49 00 50 00 51 00 52 00 53 00 54 00 55 00 56 I o 17 2,295 SF y L - m � 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 y 6,142 SF W 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, 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 y W I ' Lu o � I 23 � Lu z Ln W y y W W N p o PRIVATE STORM I 5 Q 15.12' - - - - - - - - - - - - - - - - - - - - - - W W rn DRAIN EASEMENT 8 O y Iw �p I � - y - - - - - - - - - - - - - - - - - - - - - - -1,030SF Z 16.76' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I �q� 00 18 2,295SF v i 27.00' 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' 27.00' ��• N N � ' Lu w 20.00' 42' SHARED 36' SHARED 20.02 36' SHARED 85 O' W W z BLOCK 6 24 12,939 SF 17.37' I BLOCK 5 39 12,486 SF 10.00' 18.85' o o UTILITY EASEMENT UTILITY EASEMENT 1 1.16' 16.07' UTILITY EASEMENT 19 2,295 SF y J 27.00' 27.00'--27.00'.-27.00' 27.00' -27.00'• -27.001 -27.00' 27.00' 27.00' y 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 20.12' PRIVATE STORM 8.43' 85.00' " ' W U A 22.00' DRAIN EASEMENT I 15.00' y Q rn 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 00' o W W I C N rn 00 0; of 0; 00 0n of 0n of of rn of 0n of 0n rn 0n rn of 0n of 0n Oi rn of of of of of of of of of of of of 00 00 of N N W W N 49 48 ao 47 Go 46 Go 45 Go 44 ao 43 m 42 00 41 u) 40 00 39 00 01 38 i 37 ao 36 00 35 00 34 o 33 00 32 00 31 00 30 00 29 00 28 00 27 00 26 m 25 0o I Go 38 37 ao 36 ao 35 ao 34 ao 33 ao 32 ao 31 ao 30 ao 29 ao 28 ao 27 ao 26 ao 25 ao 24 ao 23 ao 22 N 20 2,295 SF N 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 $5.00' I A27.00'- 22.00 60' 16.00' �- 20.00 10 2- - - -- - - - - - - - - - - - - - - - 835SF23.34' �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' ZI 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 W 202.22' Y 1 1.23' F- Y 10.50' Z W J Z W J W 3.66' W. WAVERTON DR. �w a 3 D U) V) y Z V) U) o � oz m W QN N UJ W Q 0 a_ Z zw 0_ Z Zw Q O ir)w N O in w L �� - - - - - - - -R4WF-4 - �A^ `g= / - - /� � �/� - - �� - - �`� - - - - - - `^� - - J�[W - - e�w-�a v Ian's - - - - - - - - - �40- - '/ - - �/� - - �/� - - �/� - - �1`� - - - - `^�- z a - rT - T7 - - - - - _ o_ 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 "o 0 0 0 BLOCK 3 06 19 (6 (6 1 0 2 Lo 3 LoLo 00 00 0 4 Lo 5 Lo 6 Lo 7 Lo 8 Lo 9 Lo 10 Lo 11 Lo 12 Lo "' 14 O eo O eo O eo O 0o O I O 00 O 00 O 00 O oo O oo O oo O ao O ao O ao O 06 O Go 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 4,932 SF CD 4,932 SF �D 4,932 SF �D �D 5,620 SF �o 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 15.34' 20.66' 15 2,242 SF 20.00' W. FLAT ROCK ST. -� - - - - - - - - - - - - - - - - - - ---- 89.24' 10.00' 8if .62' 1'� 15.32' _ACHD STORM - = ACHD STORM NT 20.00' 13.81 3.49' I N DRAIN EASEMENT ' DR EASEMENT 13.82' 16 "' 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' 30.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 6,043 SF CO Lu 2,720 SF 14 0 ACHD STORM N > N 04 0I DRAIN EASEMENT r7 r7 0 � N O ' 0 0 0 o 0 0 0 0 0 0 0 0 0 O O 0 O 0 O 0 0 0 0 0 �n 92.50' m - J o 85�Q0 o r�i r� r�i ri Ki ri Ki r i r�i raj r�i raj 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 o Q 2,295 SF 13 0 O O00 (:D °° 4 r O ao O2 00 O3 00 O4 5O °° O6 O7 °° O8 00 O9 ao 10 ao 11 12 ao 13 ao 14 ao 15 16 17 ao 18 19 20 ao 21 ao 22 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 Lu ACHD STORM ui 17 Q W Sri Lu 43.98' (� 0 85 0 0 9.88' 19.89' - DRAIN EASEMENT 9.27' I `� 5,088 SF o N `n i ' BLOCKS 0 2,295SF 12 ^ - - - - - - - 60> - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - N N 27.00' 35.00' 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' I 92•50� > w 7C ' 15 z o 85 0 o O 10.00' o � 0 36' SHARED BLOCK 4 23 16,384 SF 20.00' 0 - 23,752 SF o 0 5,497 SF o Q o UTILITY EASEMENT J ' � z,295 SF 11 ^ N N w BLOCK 3 N r - - - - -C" -26.00'- -27.00'- -35.00' Q -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 o 0 U PRIVATE 85.00' 18.85' Lu 19.89, 9.34' = 0 18 0 ' STORM DRAIN o � I `D 5,550 SF `D EASEMENT 85 0 - - - 0 00 00 o w o 0n o N n Lo o i� 00 00 m o 0v to in Lo m Q o 0 o m 00 co 0 0 00 rn rn rn rn rn rn rn rn rn rn rn rn o 0 0 0 0 0 0 0 W W o2,295 SF 10 N N 00 N N N N N N N N N N N N M M r) r7 r7 n r) W 92.50' 85.00' o O 00 O7 00 O N N u I N 00 43 00 42 00 41 00 40 00 39 00 38 00 37 00 36 00 35 00 34 00 00 32 00 31 00 30 00 29 00 28 00 27 00 26 00 25 00 24 00 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' o 0 2,835 SF O9 20.00' 0 6.01' PRIVATE STORM i� 0 W W W r 3.88' I DRAIN EASEMENT 0' '� 0 = z �- c4 105.00- N - - - - - - - - - - 1 - - - - - - - -� - - - - - 0 60' r 19 6 W� - -38.00'- 27.00' 30.77' - �� �� -40.00'- -40.00' - - 40.00'- 40.00' 40.00'- 40.00'- - 40.00'- -40.00'- -40.00' -40.00'- 40.00'- -40.00' -40.00'_ -40.00'_ 40.00' 40.00' 40.00' 40.00' 40.00' 5,550 SF - - - - - - - - - - - - A�• ��. _ - - 164.32' - - - - V 524.75' - - - 2.67' 21.54' Y � w Y o- 92.52' - 6.70' 3 J Z Lu W 3 °- W. WAVERTON DR. UUw ww UNw Q~w 0- Q ~w d \ �\�� W 33 W ^^ 581Q5SFCD 3 ir)w L o o in w Q \ \\�\\� 20,960 SF W W - - � � - - ^ =�W- - -�^- - - - - /� - - /� - - /������ _�R/W ,� �W- - ^LAW- =Z= ��� \� 105.42' - - - - - �1l - - Lo I I \\\ \ 13.01' �Of w � PRELIMINARY PLAT NOTES \\\ 15.59' Q�" O w �- J \ \ 14.13' Q 7,330SF w� zF_ Z 1. FUTURE DEVELOPMENT SHALL BE CONSISTENT WITH THE MINIMUM DIMENSIONAL STANDARDS LISTED IN UDC TABLES \\ �i� O w z w O m 1 1-2D-6 FOR THE TN-R ZONING DISTRICT. \\ `d 13.49' _��`� 127.47 cn w_m w S.7 J� y y l� WN 2. FRONT, REAR, AND SIDE YARD EASEMENT LOCATIONS AND WIDTHS TO BE DETERMINED WITH THE FINAL PLAT. �\ o, h Q � � ° e o U � co, Ov 3. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED SUBDIVISION STANDARDS ^ O v Q io OF THE CITY OF MERIDIAN. \\fit' \ \ � 22 c1fQ w `�? - \ SIGHT DISTANCE \ W ��� ��' o rn � \ EASEMENT \ � 7,347 SF_ �n �n a 4. IRRIGATION WATER IS PROVIDED FROM SETTLERS IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE SECTION / \\� \ � W 31-3805(1)(b). A SECONDARY IRRIGATION SOURCE SHALL BE PROVIDED AND MEET THE CITY OF MERIDIAN / / �_- - X � _ / %\�\ �3 8 O REQUIREMENTS. / / 3.8 ' W \ g 5. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503, RIGHT TO FARM ACT, WHICH STATES 'NO u 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 AGRICULTURAL FACILITY OR EXPANSION THEREOF. MERIDIAN ID o� ��CENSF Q 6. DIRECT LOT ACCESS TO N. POLLARD LN. AND W. WAVERTON DR. IS PROHIBITED. PLAT LAYOUT PLAN 7. LOT 23, BLOCK 4, LOTS 5 AND 39, BLOCK 5, AND LOT 24, BLOCK 6 ARE PRIVATE ALLEYS AND SUBJECT TO A 860 z BLANKET UTILITY EASEMENT FOR PRESSURE IRRIGATION, STORM DRAINAGE, AND PUBLIC UTILITIES. LOT OWNER'S REVISIONS s 7110124 o ENGINEERING ' WITHIN THIS SUBDIVISION HAVE THE PERPETUAL RIGHT OF INGRESS AND EGRESS OVER SAID LOTS AND SAID y �9T 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 F COVENANTS, CONDITIONS AND RESTRICTIONS FOR THIS SUBDIVISION. THE RESTRICTIVE COVENANT FOR MAINTENANCE ti�/� C K�NS BOISE, IDAHO83713 Q w or- OF THE PRIVATE ALLEYS CANNOT BE MODIFIED AND THE HOMEOWNER'S ASSOCIATION CANNOT BE DISSOLVED 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. w DATE: JULY 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 - - - - - - - - - - - - - - - - - - - - - - - - - - - SSMH 8 48-INCH � EP EP EP EP EP EP EP EP- EP EP- -EP - - EP- - -EP - - EP EP- - - o- - - EP EP EP EP - - EP - - EP - - -EP - - EP - - EP - - EP - - EP- - - -� - - - - - - - ��`_ RIM:2532.25 E5 HOLDINGS LLC PJC FARMS LLC RYENN HOLDINGS LLC DEPTH:16.4' EARNEST d3 d3 d3 EP-EP-EP- -EP EI SO421315205 ;P EP -EP EP EP EP EP SO421315105 P EP EP EP EP EP EP EP SO421315055 EP E INV IN:2515.94 8" (E) EP EP- SO421314900 Its INV OUT:2515.84 8" (W) 6"PI 6"PI 6"PI "M 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 6"PI � I I SEWER ALIGNMENT"A"- B I B SEWER ALIGNMENT"A" REFER TO SHEET PP3.1 FOR I BLOCK 2 REFER TO SHEET PP3.1 FOR SANITARY SEWER PROFILE BLOCK 1 I I SANITARY SEWER PROFILE ' 0 50 100 150 -1 O2 3O O4 5O O6 O7 O8 O9 10 11 12 13 i 14 1 O2 3O O4 5O O6 O7 O8 O9 10 11 12 13 ' Plan Scale: 1" = 50' Q II W I W SSMH #5 (60-INCH) RIM:2530.25 N DEPTH:19.1' t s INV IN:2511.30 8" (E) �r INV OUT:2511.20 8" (S) _ 8"W + 8 W 8„W + 8" +t�0 8„W + 8., w 8"W +0 ..W + i 8' +�, .,W + 8„W 8„� + 8"W B,.W 8"W + 8" 17+0 8"W a W. 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"S 8 S 8"S f s 8'S ..� .,S gr,S 8" , '�• 19 J INV IN:2510.71 8" (E) - - - - - - - _ _ _ _ _ _ - - - - _ INV OUT:2510.61 8" (S) 11 I - - D a - - - - - - - - - - - - - D W U 62.0' of 8" PVC ® 0.63% I I 1, EXISTING SSCO #3 °D J 333.6' of 8" PVC @ 3.00% I I� 307.5' of 8" PVC @ 0.60% a, c 239.0' of 8" PVC ® 4.02% 272.5' of 8" PVC ® 0.40% s W Q RIM:2530.80 N I I I 25 63.5' of 8" PVC C�? 0.41% 20 W W 4, �' G 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 INV OUT:2510.22 8" (S) I I �I SSMH #16 (48-INCH) a REMOVE BLOW-OFF AND CONNECT REMOVE CLEANOUT AND I 1 CONNECT TO EXISTING I p I RIM:PTH:8. 8TO O W W '�° �' � - - - - - - - - - - - - DE TH. .2 - - -EXISTING WATER-MAIN - - - - - - - - - - � 21 SEWER MAIN - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - P •8 ' O 3 eel eel - - sir - - e - r - �'�r "�r - "� - INV IN:2523.01 4" N "Pi -sal- - s _ =sit s" - - r ( )" O A + - - - - - - - - - - - - - INV IN:2523.01 4" (S) - W - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - `� CID I '® - - - - -'- - - = °SSMH #15 (48-INCH) - - - - - - INV OUT:2522.68 8" (W)' REMOVE CLEANOUT AND _ ° 63.0' of 8' PVC @ 0.63%� m RIM:2529.48 CONNECT TO EXISTING SSMH #21 (48 INCH) : _ CONNECT TO EXISTING : _ I- RIM:2533.33 CONNECT TO EXISTING 5 a sit' i2 w i2'w i2"w i2'w w i�2 j i2 w i2"w 5 DEPTH:8.7' O i2^w i2"w �2"w- $"s 5 a sWER MAIN o �2"w „ �2 w" �2 w �2'w Ld wow iz"w 12"w iz"w i2"w i2'w iwN i2 PRESSURE IRRIGATION SYSTEM : D DEPTH:9.0' w PRESSURE IRRIGATION SYSTEM o INV IN:2520.83 8" E W. WAVERTON DR. 61.5' of 8" PVC ® 0.41% of m811F o w INV IN:2524.46 8" (N) 8„s� 5 b N IN OUT:2520.73 8 (W) - 5 m EXISTING SSCO 18 O INV IN:2524.79 4" S N cn a # 4°P -EXISTING SSMH #17 (60-INCH) v) a PRESSURE IRRIGATION EXISTING SSMH #2 (60-INCH) 4"Ps 4"Ps 4'Ps-LJ w4 PS 4"Ps 4"Ps 4"PS 4"Ps 4"Ps 4'PS RIM:2532.97 4"Ps 4"Ps 4"Ps w w 4"Ps 4"Ps 4"Ps- INV IN:2524.79 4" E MAIN TO BE RELOCATED 'P� � m RIM:2533.09 0 ( ) 64.2' of 8" PVC @ 0.45% RIM:2531.07 0_ Z CO DEPTH:20.2' Is[ o_ p INV OUT: (W) - L) DEPTH:21.3' a a r s s _ Q 2 V) I INV IN:2509.82 8 (N) - - - - - - - -� �_,- - - - - - - - - - - - - - - -�� c�- - - - - - �Z - - - - - DEPTH 19 8' 524 36 8" s INV OUT•2513 20 8" (S) INV IN•2512 95 8" (N) o -frr.r 1 r+ � -�-�-� -' •'�-�+�• - �='dH - - - INV IN:2512.95 8" (E) _ 3 INV IN:2509.82 8" (E) T SSMH #9 (48-INCH) INV IN:2512.95 8" (S) - SSMH #1 (48-INCH) g RIM:2534.57 SSCO #11 SSMH #12 (48-INCH) N INV OUT:2509.72 8" (S) EP-- RIM:2534.54 RIM:2536.75 INV OUT:2512.85 8" (W) DEPTH:8.2' LO O DEPTH:17.1' DEPTH:15.8' DEPTH:8.3' INV IN:2532.10 4" (N) O INV IN:2517.60 8" (E) EP + EP EP EARNEST FE INV OUT:2518.73 8" (S) INV IN:2528.55 8" E SCHWENKFELDER INV IN:2532.10 4" NE INV IN:2517.60 8" (S) ( ) EXISTING SSMH #1 (60-INCH) SO421314900 INV OUT:2528.45 8" )W SO421428100 INV OUT:2531.77 8" W i2"GI 12"GI 12"GI 12"3I - RIM:2531.12 INV OUT:2517.50 8" (W) ( ) ( ) 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"PI 6"PI 6"PI SEWER ALIGNMENT"A" INV IN:2509.43 8" (N) REFER TO SHEET PP3.1 FOR I 99.0' of 8" PVC ® 0.40% INV OUT:2509.33 8" (E) T ' BLOCK 2 SANITARY SEWER PROFILE I i� BLOCK 3 ' 14 15 16 17 18 i 19 '!� + 1 O2 O3 O4 O5 O6 O7 O8 O9 10 11 12 13 14 V) N IF ' W a 00 - 15 8' 1 + 8'W "W +8' _ 2"W 12"W 12" 12"W 1 "W 12'W 12"W 12' 12"W 12 12"W 12"W 1 "W ' N W. 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INV IN:2530.15 8" (E) w z w-� -i 3 i 2"w IW W O I I D w w DEPTH:17.0' I i I O 22 16 - I.I' INV OUT:2530.05 8" W ? p INV IN:2518.33 8" (N) w BLOCK 4 CO J4, W a I N INV IN:2518.33 8" (E) � I I I i C C 13 I I O O= w O 4 z INV OUT:2518.23 8" (W) O4 O5 = w O6 O7 O8 O9 10 11 1121 13 14 15 16 17 18 19 20 21 - SSMH #26 (48-INCH) Q O >' rWwW do- I $ N w O O O3 I III RIM:2541.09 LLJJ I RZ I 2 N M I I I; 17 DEPTH:8.7' - ' _ INV IN:2532.53 8" (S �122.5' of 8' PVC ® 5.00% �'_ 4� - - - - - - - - - - - - a ' � - D N - - - - - - - - - - - - - - - - - - - - - D- - - INV IN:2532.86 4" (NE) W U IZ z o INV OUT:2532.43 8_(W) LLI ' W g• 7W ; 8 1IV >.. r BIW 8.aN :8.W. j 8" s. .s 8�� .8 W: f. $..W $.. 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WAVERTON DR. m INV IN:2529.63 8" (E) w �. W D w i21v INV OUT:2533.47 8" (N) I RIM:2535.45 PRESSURE IRRIGATION SYSTEM cn cn INV OUT:2529.53 8" (W) m \ DEPTH:12.3' w # ( ) w °� 20 INV IN:2523.82 8" (E) � (Ifo- Z Q SSMH 25 48-INCH 12" W W INV IN:2523.15 4" (W)= - p RIM:2540.34 \y 4 J8( J8( J8( U INV IN:2523.15 4" S �T4w- - - / - - R%v3a���:sLw- a[Sv� -.- - - - -RL�- - - = INV IN:2531 66P 8H' (E) ��" R _ \ 5' IINV OUT:2523.72 8" (N)'- -=- - - - - - - - - - - - - - - - � - - � �-=_= - - - - - - - - - - -g- - - - - - - - - -INV OUT:2531_56 8" (W).� - INSTALL 10' WIDE CONCRETE r - m MULTI-USE PATHWAY I I INSTALL 10' WIDE CONCRETE CO \ \`�� CO I MULTI USE PATHWAY o I I � •� ° � / 21 PRELIMINARY ENGINEERING NOTES �� ` / Q� w z a 1. DOMESTIC WATER SERVICE WILL BE PROVIDED BY PRESSURE IRRIGATION SYSTEM SHOWN IS PRELIMINARY \ Q� a , ✓ co Q- � O ^ VEOLIA. WATER MAINS WILL BE LOOPED THROUGHOUT AND WILL BE DETERMINED WITH THE FINAL PLAT DESIGN \ 2� °�'/ _�Q N w THE SUBDIVISION CONNECTING TO THE EXISTING WATER PHASE. o �j Sj-J� yUj v o MAINS IN N. POLLARD LN., W. WAVERTON DR., AND N. SCS INVESTMENTS LLC \� s �� �� h m 2 W W W 0- 0 W CONNECT TO EXISTING U o SILVER BIRCH AVE. 8. CONSTRUCTION OF THE FOLLOWING IMPROVEMENTS WILL R7129170600 \ ° �o �O o� n ¢ n PRESSURE IRRIGATION SYSTEM BE IN COMPLIANCE WITH THE STANDARD MERIDIAN it 0 2. SANITARY SEWER SERVICE WILL BE PROVIDED BY THE CONSTRUCTION NOTES: DRAINAGE; SEWER; AND \ \P 2 �� �� W 22 W W W N CITY OF MERIDIAN. THE PROJECT WILL BE SERVED BY PRESSURE IRRIGATION. THE SANITARY SEWER MAINS CONSTRUCTED WITH THE / \ \ � �..�- = W -TO POLLARD SUBDIVISION No. 1 PROJECT. 9. CITY OF MERIDIAN SANITARY SEWER AND VEOLIA WATER W W W a EASEMENT LOCATIONS SHALL BE DETERMINED DURING / / �2'1v ® = �_� - _ - 3. WATER AND SEWER LINE SIZES AND LOCATIONS ARE THE FINAL PLAT DESIGN PHASE. Z PRELIMINARY AND SHALL BE DETERMINED WITH THE \ Z FINAL PLAT DESIGN PHASE. 10. PUBLIC UTILITIES, PRESSURE IRRIGATION, AND DRAINAGE \v/ i2`w 2" 12"w- u EASEMENTS SHALL BE DETERMINED DURING THE FINAL g 4. ALL DOMESTIC WATER MAINS AND SANITARY SEWER WILL PLAT DESIGN PHASE. O BE INSTALLED IN ACCORDANCE WITH THE IDAHO POLLARD NORTH SUBDIVISION LL o DEPARTMENT OF ENVIRONMENTAL QUALITY AND CITY OF 11. REFER TO SHEET PP3.2 FOR STREET SECTIONS. AL Z MERIDIAN REQUIREMENTS. 12. PEDESTRIAN CROSSING LOCATIONS ALONG STREETS MERIDIAN, ID ENsF � Admk w 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 z LOCATED WITHIN A COMMON LOT SHALL BE DEDICATED 13. FIRE HYDRANTS AND STREET LIGHT LOCATIONS SHALL BE 860 TO ACHD. SEE THE PRELIMINARY STREET SECTIONS, DETERMINED DURING THE FINAL PLAT DESIGN PHASE. REVISIONS J� 7/10/24 �o Q ENGINEERING 3 SHEET PP3.2. NO. ITEM DATE qTF \OP `�v C� OF 5725 NORTH DISCOVERY WAY z 83713 6. STORM DRAINAGE FROM THE PRIVATE ALLEYS SHALL BE ti�%� C• Y, BOISE, 208)6DAHO 9-693 PHONE(208)639-6939 Q W COLLECTED AND ROUTED TO STORM FACILITIES THAT kmengllp.com z MEET ACHD'S AND THE CITY OF MERIDIAN'S z REQUIREMENTS. THE PRIVATE AND PUBLIC STORM DATE: DULY 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 2540 2540 z Z ii ., 0 W oo ^ ^ coo0 v 000 z w o o ... 000 3 OW 00 N O 00 00 M O 00 U o . 00 0 Ld e o J 00 W N 2535 �oN o =o NN o-0� o o -- o Zo 00 00 04 0� v ZA Co o 2535 00 0o rn o 0 0 o = z ao (n0� 000 0— NC OC) n0000 LC) NCO ONM 00 0 ZIWi Co r 0000 N O � � N � � N NN� (O � NL60) - - L 10NL. I o t� �O (�0;� NN UCO�r� NNN I�� oN �O)� 0) lf) Lf� N �N � � 00 r- N �N7 � In Z +� 2Z = Z +U) = Z Z = (�Nr� NH 00r) 7 " (N H Lo 0) L N �0 N N H — O H N - - O Z +� 2 = +02ZZ N H 0 ' L + N H Q� a > > NQ� � » > �NN � O 2NN � - - o +u) = Z (0 It c0 � N O� XH— WZ Z XH— WZZ Z Q� � > �Q� O > > > 2�04 o �O N H =0N2Z o W(n 0 0 — — W NO_ o - - — X H— W (nH— W N H — _ _ _ Wcno oz NN� ozz z N gwZ z EXISTING GROUND =r-N � z 0 N�gw > > 2530 — - - - - - - — - - - FEo - - N w > > cncno- oZ z— 2530 — — — — — — 2525 2525 2520 2520 2515 2515 342.7' of 8" PVC @ 0.40% 342.7' of 8" PVC 0.40% 122.5' of 8" PVC ® 0.40% 2510 2510 62.0' of 8" PVC @ 0.63% 63.0' of 8" PVC @ 0.63% 64.2' of 8" PVC 0 0.45% EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2505 2505 U? M 00 U O 00 O N O O O 0 0 00 00 00 00 00 00 0) 0) 0) 0) 0) 0) O O 0 � n r7 r7 rM n N N N N N N N N N N N N M r) r7 N N Ln � � L0 � � L0 L0 U) Ln U) U) U) � U) U) d) L0 L L0 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 SEWER ALIGNMENT A 0 50 100 150 0 5 10 15 Nor- Profile Horizontal Scale: 1" = 50' Profile Vertical Scale: 1" = 5' 2545 2545 uj 0 ^^� UO Z`/` 0 Cn o W N Zu- Co o 2540 0 00 ' 0o �' °° 2540 a0 o w zo 00 0 �00 r) to Co o =p 00 00 ZW 00 �(0Lo7 � � Lr) +M NN H �Lr) 00LO N N 1 00 O Cq H 2ON N � ZZ ::1� + 0 +MOH 000Ln 0U) � - 00=-04 - - 0 (/7H� W > > > ONN � 0 2535 �N � � N mQ: � » > cncno ozz z N�� w > *+ ? 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ITEM DATE �� C K�NS BOISE, IDAHO 83713 z PHONE(208)639-6939 kmengllp.com z z DATE: JULY 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 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, ��\/�\/�\/ ///\//r\ \ \ \ \\\ \\ \ \ \\ \\ \\ \\ \ \ \\ \\ \\/\ TYP. \ \/�\/�\ \/�%��\//�\//�\ \///\///\///\///\///�///` 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. A\/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"—MINUS CRUSHED AGGREGATE BASE COMPACTED SUBGRADE 6" MINUS PIT—RUN SUBBASE STREET SECTION D ( LOCAL) SCALE: NTS 0 6.5' ACHD 6.5' ACHD SIDEWALK 63' RIGHT—OF—WAY SIDEWALK X EASEMENT EASEMENT z 5.5' 18' TBC—CL 18' CL—TBC 5.5' 2' 10' MULTI—USE PATHWAY 8' PLANTER 7.5' 10' 10' 7.5' 8' PLANTER 10' MULTI—USE PATHWAY 2' O 3:1 MAX. PARK LANE THRU LANE THRU LANE PARK LANE — SLOPE TO LL EXISTING U d 17 z 1' LANDTYP. r \\/, \//\//\ z 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 £ zMERIDIAN, ID �o�c`�'S��CENSFHc��L w STREET SECTION E (COLLECTOR) PRELIMINARY STREET SECTIONS O SCALE: NTS z 860 REVISIONS r s"% 7110124 'o Q 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 z PHONE(208)639-6939 kmengllp.com z z DATE: JULY 2024 0 PROJECT: 24-031 SHEET NO. J W M PP3.2