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HomeMy WebLinkAboutPre-plat Revised -2 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 I 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 4r �O EP EP EP— EP EP EP EP EP EP EP EP EF EP EP EP EP E' —EP d3 EP r IP EP— —EP--EP—EP— -- EP EP EP EP EP a BLOCK 1 BLOCK 2 BLOCK 3 m O 12 O O O O O O O O W O O O O O O O O O O O O O iS 34 1 1 2 - - ISM W. FLAT ROCK ST. W. 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WAVERTON DR. � W- � Qz Rcn R/W R Q N 00 o w h t+ 21 Il uj ;r► W > SAINT ALPHONSUS SAINT ALPHONSUS II > SCS INVESTMENTS LLC Lu m DIVERSIFIED CARE INC DIVERSIFIED CARE INC I -' R7129170600 R7129171200 R7129170900 z (C-G) 0 � I a m II II m� II i ` � 11111111111 I — LJ { of w w � T I 0 z m 0 m U d 3 U m z PRELIMINARY PLAT DATA LEGEND RESIDENTIAL AREA (TN-R) INDEX OF DRAWINGS SITE DATA — — BOUNDARY LINE SHEET NO. SHEET TITLE „ CURRENT ZONING R-8 z PROPOSED ZONING TN—R — — OFFSITE PROPERTY LINE PP1.0 COVER SHEET O g COMPREHENSIVE PLAN DESIGNATION MEDIUM DENSITY RESIDENTIAL LOT LINE PP1.1 EXISTING CONDITIONS U z BUILDABLE LOT AREA 11.778 ACRES z COMMON AREA 3.729 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 157 PP3.2 PRELIMINARY SEWER PROFILES 2929 W. NAVIGATOR DR., SUITE 400 MERIDIAN, I D COMMON LOTS — LANDSCAPE 24 MERIDIAN, IDAHO 83642 COVER SHEET COMMON LOTS — SHARED DRIVEWAY 1 COMMON LOT (LANDSCAPE) PP3.3 PRELIMINARY SEWER PROFILES PHONE: (208) 378-4000 16860 z COMMON LOTS — ALLEYS 4 CONTACT: JON WARDLE PP3.4 PRELIMINARY STREET SECTIONS EMAIL: jwordle®brightoncorp.com REVISIONS J, 22/23/214 o TOTAL LOTS 186 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 3,268 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. 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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 17.60' SO421315055 SO421314900 :: 22.81' 60.00' 1 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 1 60.00' 65.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 48.19' 11 ACHD STORM ACHD STORM 60' w 11.94 DRAIN EASEMENT BLOCK 1 DRAIN EASEMENT o 0 0 o BLOCK 2 ' 0 50 100 150 o 0 0 0 0 0 0 0 0 0 0 � - �n �n �n �n �n �n �n �n �n Ln ao ao 00 n 06 Lo Lo u� 0 Lo Lo u� �n I _ O O O O O O O O 10 11 12 ,n �J O2 Lo 0 O3 0 O4 0 5O o O6 0 O7 0 O8 0 O9 0 10 0 11 I Plan Scale: 1 - 50 ro ro ro ao 06 06 ro ro 06 06 00 C6 ' (D 11564 SF co 4,110 SF (D 4,110 SF (D 4,110 SF (D 4,110 SF (D 4,110 SF (D 4,110 SF CO 4,110 SF (D 4,110 SF (D 4,110 SF (D 4,110 SF 635 SF I 1,155 SF 4,453 SF <D 4,110 SF <D 4,110 SF <D 4,110 SF 4,110 SF 4,110 SF CO 4,110 SF 4,110 SF CO 4,110 SF 4,115 SF II I I 12' P.U.E. 19.54' 50' 22.85' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 65.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 38.35' 14.25' 1 ' 14.14' 7.45' W. FLAT ROCK ST. Lo 20.06' 9.63 20.00' L.L u )7.84' ' W Y _27.00'_ _27.00' 27.00' 27.00' 27.00' 27.00' 27.00' 27.00' 27.00' 27.00' W 69.01' y 27.00' 27.00' 27.00' 27.00' 27.00' 27.00' 27.00' 27.00' 27.00' 27.00' 22 92° 22.16' _40.00'_ -40.00' -40.00' 40.00' 53.00' 40.00' 40.00' 40.00' 40.00' 40.00' 28.00' 85.00' 22.53' ' J Q o Z ACHD STORM W W W W y Q DRAIN EASEMENT �' ui I 37 ACHD STORM o o _ 0 0 0 0 0 0 0 0 0 0 0 0 W W W W W 0 0 0 0 0 0 0 0 o e e w a 1,897 SF DRAIN EASEMENT I O 15 3,145 SF o� W W IW O Q p 0 0 0 0 0 0 0 0 0 0 J o 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 o Q e o 0 0 0 0 0 0 0 0 0 W NM 0 r1i � M M M M M M M M M M M M M M M � M M M W O M M M M M M M 'o M M W w I� m m a ao 1 m oo 3Ooo O4 00 SOoo O6 0o O7 ao O8 ao O9 ao 10 00 11 0o y W 12 ao 13 00 14 00 15 00 16 00 17 00 18 00 19 00 20 00 21 00 22 0o Q ,� 38 00 39 Co 40 00 41 Co 42 w Co 43 Co 44 ao 45 ao 46 00 47 Co 48 0 85 00' 0 t Z 1,667 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 W 5,728 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 0 Ln 00 3,320 SF 3,320 SF 3,320 SF 3,320 SF 4,399 SF w w 3,320 SF 3,320 SF 3,320 SF 3,320 SF 3,320 SF 2,156 SF r- 16 2,295 SF oN W , ' W Q y W 23 N o w PRIVATE STORM �' N 20.11' - - - - - - - - - - - - - - - - - - - - - y -� rn W DRAIN EASEMENT p - - - - - - - - - - - - - - - - - - - - - - -1,030SF Z 18.76' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - q� 0 8500' e IV i L 27.00' 27.00' 27.00' 27.00' 27.00' 27.00' 27.00' 27.00' 27.00' 27.00' y 69.01' 27.00' 27.00' 27.00' 27.00' 27.00' 27.00' 27.00' 27.00' 27.00' 27.00' 40.00' 40.00' 40.00' 40.00' 53.00' 40.00' 40.00' 40.00' 40.00' 40.00' ��°' o� 17 2,295 SF o� y W "' 20.02' N 85.00' N 20.00' 42' SHARED 36' SHARED 36' SHARED � �' �' z BLOCK 6 24 12,939 SF 17•3-1 I o BLOCK 5 36 12,726 SF 18.85' UTILITY EASEMENT UTILITY EASEMENT 18.15' N UTILITY EASEMENT o 27.00'--27.00'--27.00' 27.00'• 27.00'- -27.00'- -27.00' 27.00' 27.00' 27.00' 69.01'- 27.00' 27.00' 27.00' 27.00' 27.00' 27.00'- -27.00'- -27.00' 27.00' 27.00' 8.43' 27.00'- -27.00' 27.00' 27.00' 27.00' 27.00' - 54.00'- 27.00'- -27.00' 27.00' 27.00' 27.00' 27.00' 27.00' 26.00'- - - N- W W W W W = 20.12' PRIVATE STORM WI W W W 8.43' u 12' P.U.E. y W W o O W W W W ' Q DRAIN EASEMENT 16.07' W W W 85 00' � 18 2,295 SF N W W 0 0 e 0 0 0 0 0 0 0 0 w � w 0 0 0 0 0 0 0 0 0 0 0 r, N 0 0 0 0 0 0 0 W W 0 0 0 0 0 0 0 0 e N N rn Lo 0 0 0 0 U) U) U) U) U) 0 y I 0 0 0 Lo 0 Lo V) Lo V) Lo 0 O o Lo Lo Lo Lo Lo Lo \ y I - of o34 (poi rn rn o of of 27of of of 24o 3o u� o�n 0 1oi 8 ' 00 ao aoo aoo aoo aoo aoo 000 00 00 00 00 00 005 00 o0 3 e O ,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 L6,177 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 1,631 SF 1,432 SF 2,417 SF 2,417 SF 2,417 SF 2,417 SF 2,417 SF 2,417 SF 4,833 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 � r ' _ y 8 60 0 _16.00' -0 - - - - - - -� N �- _ W - 27.00' 27.00 27.00'_ _27.0 27.00' 27.00' 27.00' 54.00 27.00'_ 27.0 27.00' 27.00' 27.00' 27.00' 2_7.0_0' 38.00' 20.00' 202.22" 23.34' 27.00 27.00' 27.00' 27.00' 27.00' 27.00' 27.00 27.00 27_.00 _ 27.00' 69.01 27.00' 27.00' 27.00' � - - - A 3.66' 18.22' F- Y � W. 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Of � a Q - - - - -D UJ coo c) U) Q cn U) Q 0 m o = -z � w QF-:2 ww v -w a 0 w0 inw� w0 zcn U rfh - I ' - - - - - - - - - -L -^ �- - - - - --w - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - I - - - - - - - - - - - - -^ - - - - - - - - - - - - - - - - - - - - - - - -rT - T7 w g w Lq �$$o EARNEST SCHWENKFELDER Q S SO421314900 17.46' 10.00' SO421428100 �o 1/1660.00' 60.00' 60.00' 65.00' 1 60, 72.00' 72.00' 72.00' 72.00' 72.00' 72.00' 72.00' 72.00' 72.00' 72.00' 72.00' 87.00' 81.92'3-E 1/16 BLOCK 2 0 0 0 e Lo BLOCK 3 0 0 0 0 I O 0 O 00 O 00 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O o 12 13 14 15 co 16 ,� ,n 1 cD 2 3 4 5 6 7 8 9 10 11 12 14 ao 00 00 00 ao ao ao 00 00 00 00 00 00 eo eo 13 � ao CD 4,110 SF CD 4,110 SF CD 4,110 SF CD 4,453 SF 1,138 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 w w 5,620 SF �D 6,152 SF 7.00' 60.00' 60.00' 60.00' 65.00' 72.00' 72.00' 72.00' 72.00' 72.00' 72.00' 72.00' 72.00' 72.00' 72.00' 72.00' 18.05' 34.26 516-7' 82.17' - ' ACHD STORM 15.34' O 2.11' DRAIN EASEMENT 15.34' 20.00' 20.66' 15 2,242 SF 7.46' W. FLAT ROCK ST. - T�- -� - - - - -i - - - - - - - - - - - - - - W W 89.24' W ACHD STORM 10.00' 8.62' "'� ACHD STORM 13.81' 15.32' ' DRAIN EASEMENT 20.00' 3.49' DRAIN EASEMENT 13.82' _Tc p[ 16 49.70' 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' 70.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 6,043 SF CO W I I " 0 3,145 SF 13 0 ACHD STORM N > I I I DRAIN EASEMENT I - � O N 0 M r7 O O ' I I I ui o 0 0 I r 0 0 0 0 0 0 0 0 0 0 y 0 0 0 0 0 0 0 0 0 0 0 92.50' m L - - - J 85 0' 11 0 2 0 3 000 4 r 1 0000 2 0000 3 0000 4 00 5 0000 6 00 7 0 8 0000 9 0000 10 0``0 11 00 00 00 00 00 00 00 00 00 00 r- w Q ' 0 0 O O O O O O O O O O O O W W W W 12 ao 13 ao 14 ao 15 ao 16 ao 17 ao 18 ao 19 ao 20 ao 21 r 2,295 SF 12 0 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 y W 5,810 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 o Q 0 W N N W ACHD STORM I 17 Q U' W 1 43.98' ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - y DRAIN EASEMENT - - - - - - - - - - - - - - - - - - - - - - - - - 9.27' `� 5,088SF 0w `n BLOCKS e 85 0' e - - - - - 9.88' w W- -� � - wN 2,295 SF 11 27.00' 35.00' 60' 19.89' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 70.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' I 92.50' > w 14 I 20.00' z ' `� w - 85.00'- - -`� O 10.00' o > O 36' SHARED BLOCK 4 22 16,384 SF e 5,737 SF o Q o UTILITY EASEMENT LLi J ' 28,092 SF O - N 0r N BLOCK 3 = PRIVATE - - - - -N - E26.00'- *_ 4-27.00'- -35.00' Q 19.89' -40.00'- -40.00' - - 40.00'- -40.00'- -40.00'- -40.00' - - 40.00'- -40.00'- -40.00'- -70.00'j - - -40.00'- -40.00'- -40.00'- - 40.00'- -40.00'- -40.00' -40.00'- -40.00'- -40.00'- 9 34 Y o 0 U y STORM DRAIN e 85 0' 0 18.85' Lu W w W W W I Q o 18 0 EASEMENT O 2,295 SF 10 O W w 0 a WW N N O 00 00 z �, O N r7 r7 cD I� W W W W 00 0) O N � 10 Q ' w w w O 00 00 tD O LU O 00 O O O O O O O O O W W W W 0) 0) O O O O O O O O N N N Op rrj r.•j �j N N N N N N N N N ,� �, .� N N M � M r) r7 r7 r7 r) cn 92.50' 85 0 0 O8 0o O7 ao O r N u N 07 41 00 40 00 39 ao 38 ao 37 00 36 00 35 ao 34 ao 33 ao W 32 W 00 31 ao 30 ao 29 ao 28 ao 27 ao 26 ao 25 ao 24 Co 23 ao 0 0 - W W W r 2,295 SF 9 ^ 3,118 SF 2,238 SF 2,892 SF cn W 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 24,279 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 of w rN 85.00' N z 18.88' 6.01' - - - - - - - - I - - - - - v v v v v v v v w z � M o W W W -38.00'- 27.00' 30.77' - 0'- -40.00' - - 40.00'- 40.00'- -40.00'��40.00'�-j- 40.00'- -40.00'- -40.00' - - - - - -40.00'- -40.00' -40.00'_ -40.00'_ 40.00' 40.00' 40.00' 40.00' 40.00' Lo - - - - - - - - - - - - - - - �5� -� 2.67 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 164.32' 524.75' - - - - - - - - - - - - - - - - - -�-W_ �,�,,,� \ � .� y .� .RIVATE PRIVATE STORM �� y� � yW W W W W W21.54' Y TORM DRAIN w Y DRAIN EASEMENT �� �� W W . W W W W W W 92.52' 6.70' Q EASEMENT w w a Q � W. WAVERTON DR. li -m UU)w ww UNw w < wz aZw a 3 ir)w o ;n w U \ \\� W W �^ (O 5,815 SF C0 Q o7 � • z ! • z - - � � - - ^ C =R4W- _EV_W - - - - /� - - /� - - /������ _�R/W ,� �w- - ^L A W- =Z= -_ _ ��� \ \� 105.42' - - -_- - - - - - - - - - - - - - - - - - � - - - ^ � - - - - g- - - - - - - - - - - �_�_ \a 7 Of - - - - - - - - - - - - - - - - - - - � \ 13.01' �Lo 1b. � M PRELIMINARY PLAT NOTES \\\ 15.59' QIQ 733OOSF wJ zl- a L --J \\ \ 14.13' V Qw wz z N 1. FUTURE DEVELOPMENT SHALL BE CONSISTENT WITH THE MINIMUM DIMENSIONAL STANDARDS LISTED IN UDC TABLES \ o��� a uj O 1 1-2D-6 FOR THE TN-R ZONING DISTRICT. \ `d 13.49' _��` 127.47 v)w_� w 3 �\ N SJ j� y y la Z ui 2. FRONT, REAR, AND SIDE YARD EASEMENT LOCATIONS AND WIDTHS TO BE DETERMINED WITH THE FINAL PLAT. \\ o� \ h Q 0- 0 �w U lc�r O O w vI� Qy O J w D e 3. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED SUBDIVISION STANDARDS = a o OF THE CITY OF MERIDIAN. \\�' \ \ � 22 Q w �? - Z \ SIGHT DISTANCE W ��v 0 0) p � \ EASEMENTS 7,347 SF_ �n �n 4. IRRIGATION WATER IS PROVIDED FROM SETTLERS IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE SECTION / \\� \ � W w Ln 31-3805(1)(b). A SECONDARY IRRIGATION SOURCE SHALL BE PROVIDED AND MEET THE CITY OF MERIDIAN / / - - N REQUIREMENTS. / / X� �33.88, = z / /1N, \ - - O a 5. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503, RIGHT TO FARM ACT, WHICH STATES 'NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE / / \ / \��i Y PRIVATE OF PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NON AGRICULTURAL ACTIVITIES �\ 17.79' 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-*o L.L o AGRICULTURAL FACILITY OR EXPANSION THEREOF. MERIDIAN ID ENS ti 0 6. DIRECT LOT ACCESS TO N. POLLARD LN. AND W. WAVERTON DR. IS PROHIBITED. O PLAT LAYOUT PLAN z 7. LOT 22, BLOCK 4, LOTS 5 AND 36, 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 12/23124 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 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 z 3 CLIENT COMMENTS 9/11/24 DATE: DECEMBER 2024 8. LOT 15, BLOCK 3 IS SUBJECT TO A BLANKET EASEMENT FOR THE COMMON DRIVE. SAID COMMON LOT SHALL BE 12/23/24 4 REVISED PLAT AND SITE LAYOUT PER CLIENT COMMENTS PROJECT: 24 031 OWNED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION, OR ASSIGNS. SAID COMMON LOT IS ALSO SUBJECT J TO BLANKET ACCESS AND UTILITY EASEMENTS FOR PRESSURE IRRIGATION, STORM DRAINAGE, AND PUBLIC UTILITIES. SHEET NO. W 9. SEE SHEET PP1.0 FOR RESIDENTIAL ZONING BOUNDARIES. P P 2.O a 4 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PJC FARMS LLC - - - SSMH 9 48-INCH - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ # ( ) _ _ _ _ _ _ _ r - - - - RIM:2530.15 SSMH 17 48-INCH EP -EP EP EP EP EP- EP EP EP EP EP EP t SO421315105 EP EF -EP EP EP EP EP EP EP EP EP RIM:2532.25 E� -EP - - ��`- E5 HOLDINGS LLC DEPTH:15.5' RYENN HOLDINGS LLC DEPTH:16.4' EARNEST d3 -EP EP EF -EP El SO421315205 7P EP EP EP -EP SEWER ALIGNMENT"A" EP INV IN:2514.76 8" (N) EP EP- -EP EP EP SO421315055 EP E INV IN:2515.96 8" (E) EP EP- SO421314900 EP Its REFER TO PP3.1 FOR PROFILE INV OUT:2514.66 8" (S) INV OUT:2515.86 8" (W) 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6 1 SSMH #8 (48-INCH) 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI F I F g g RIM:2530.28 BLOCK 1 t I y ---INV IN:25114.26 8" (E) BLOCK 2 I 0 50 100 150 rn 1 O2 3O O4 5O O6 O7 O8 O9 10 11 12 y INV IN:2514.26 8" (W) �4+00 y INV IN:2514.26 8" (N) O O O O O O O 10 11 I Plan Scale: 1" = 50' o I I y 197.5' of 8" PVC ® 1.73% 99.0' of 8" PVC @ 0.40% y INV OUT:2514.16 8" (S) N l l y °° , 00 N . fT� f .f . f f• f .f S •f • S •f • •f f• f f f SSMH #15 (48-INCH) -b ' RIM:2528.39IL DEPTH:8.2' _ 8..W 8..W g.. ...... 8.. 8"W 8"W 8"" 8..W B..W : B..W 8.. 8..... 8.. g•nn, 8'W 8'W 1+00 2+00 W FLAT ROCK ST. 3+00 4+00� 5+00 6+00 a N 8+00 9+00 10+00 1 1+00 12+00 13+00 INV IN:2520.51 4" (N) 3 IB"S I I -�"S 8'S °'" I I s"S 8"$ 8" a 81' 1-8"S 8"S I 8"S- I -8"S 8"S f�I �13' "S 8'S-L11 INV OUT:2520.18 8" (E) 7+00 400.0' of 8" PVC C�? 0.40% 389.6' of 8" PVC ® 0.40% 42.6' of 8" PVC ® 0.40% -- SSMH #7 (48-INCH) SSMH #14 (48-INCH) W "PI 4"PI ^�' • 4"P 4 I �q"pI SSMH #16 (48-INCH) ..pl ""PI- RIM:2530.57 4'PI SSMH #6 (48-INCH) - J y y y RIM:2529.54 4"P SSMH #12 (48-INCH) "P tl 4"PI 'P RIM:2533.03 4"PI z y - - - - - - - - - - N rn DEPTH:16.7' RIM:2531.01 - RIM:2532.21 y y rn t I y y MERIDIAN RESEARCH I SEWER ALIGNMENT"C" m = 398.9' of 8" PVC ® 0.60% y y 00 y y y pp SEW ER ALIGNMENT"C" _ DEPTH:8.1' 37 DEPTH:17.6'� D DEPTH:1 1.9 INV IN:2513.99 8" (N) w DEPTH:9.1' REFER TO PP3.2 FOR PROFILE INV IN:2525.25 4" (E) y •' I 15 y y PARK LLC I y I REFER TO PP3.2 FOR PROFILE M m y y y y w INV IN:2517.78 8" (W) m= INV OUT:2513.89 8" S + , INV IN:2513.56 8" E m = I s y y y D ( ) ( ) INV IN:2523.22 8" (E) D INV OUT:2524.92 8" (S) I O SO421336500 Q I m y BLOCK 6 INV OUT:2517.68 8" (E) m X o INV IN:2513.56 8" (W) INV OUT:2523.12 8" (W)� BLOCK 5 m .zDi y I� I y Lu a I O2 3O O4 5O O6 O7 Z O8 O9 10 11 y y y w 12 13 14 15 16 17 18 z 19 20 21 22 w = • INV OUT 2513 46 8" 8'(N(S) 40 41 w 42 w 43 44 45 z 46 47 y 48y +' y y y�y m 80.4' of 8" PVC @ 0.41% N O 38 39 y y y r R y I f: r I 16 y 11 W y� - - - - - - - - - - - - - C".: - y �c`y - -� 23 1 - - -� - - - - IF 8ly p0 cd I 76.3' of 8" PVC © 0.60% y WSSMH 10 48-INCH y y y y - - - 4- - - - D - - - - - - - y y - - - -� D - y y y ii # ( ) - - - - RIM:2528.99 N. 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DOMESTIC WATER SERVICE WILL BE PROVIDED BY PRESSURE IRRIGATION SYSTEM SHOWN IS PRELIMINARY \ Q� a , / O� VEOLIA. WATER MAINS WILL BE LOOPED THROUGHOUT AND WILL BE DETERMINED WITH THE FINAL PLAT DESIGN ® � � THE SUBDIVISION CONNECTING TO THE EXISTING WATER PHASE. \\ �r y y y �J j y y 'w w y y SIGHT DISTANCE EASEMENT MAINS IN N. POLLARD LN., W. WAVERTON DR., AND N. SCS INVESTMENTS LLC ` \ Q a Z °? U SILVER BIRCH AVE. 8. CONSTRUCTION OF THE FOLLOWING IMPROVEMENTS WILL \� y ``� y y y y y CONNECT TO EXISTING R7129170600 \ o `O Oy y y ^ Qy y PRESSURE IRRIGATION SYSTEM BE IN COMPLIANCE WITH THE STANDARD MERIDIAN \ 2 \ 2. SANITARY SEWER SERVICE WILL BE PROVIDED BY THE CONSTRUCTION NOTES: DRAINAGE; SEWER; AND \P , \\ y 22of y y y CITY OF MERIDIAN. THE PROJECT WILL BE SERVED BY PRESSURE IRRIGATION. y y _ THE SANITARY SEWER MAINS CONSTRUCTED WITH THE N POLLARD SUBDIVISION No. 1 PROJECT. 9. CITY OF MERIDIAN SANITARY SEWER AND VEOLIA WATER a EASEMENT LOCATIONS SHALL BE DETERMINED DURING / / �21v ® = - _\ - _ - 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/ 12"W 2" 12"W- 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 PP3.4 FOR STREET SECTIONS. Z MERIDIAN REQUIREMENTS. 12. PEDESTRIAN CROSSING LOCATIONS ALONG STREETS MERIDIAN, ID �c`�'SS\ONENSFLAdshk Z 5. ALL ALLEYS SHALL BE PRIVATELY OWNED AND SHALL BE DETERMINED DURING THE FINAL PLAT DESIGN O w 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 If I TO ACHD. SEE THE PRELIMINARY STREET SECTIONS, DETERMINED DURING THE FINAL PLAT DESIGN PHASE. REVISIONS J� 12/23/2��o Q ENGINEERING 3 SHEET PP3.2. No. ITEM DATE qTF \OP �v a OF 5725 NORTH DISCOVERY WAY 83713 6. STORM DRAINAGE FROM THE PRIVATE ALLEYS SHALL BE 1 ADDED PEDESTRIAN CROSSINGS AND REVISED UTILITIES 7/25/24 �</N C. Y, BOISE, 208)6DAHO 9-693 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 3 CLIENT COMMENTS 9/11/24 DATE: DECEMBER 2024 o FACILITY TYPES, SIZES, AND LOCATIONS WILL BE U DETERMINED WITH THE FINAL PLAT DESIGN PHASE. 4 REVISED PLAT AND SITE LAYOUT PER CLIENT COMMENTS 12/23/24 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 (.00 Z w 2540 O �- �o - 00 O L- =O Lo Lo � °q L- O p J (n J .. 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ITEM DATE qTF OF �v 5725 NORTH DISCOVERY WAY �� C. Y' 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 3 CLIENT COMMENTS 9/11/24 DATE: DECEMBER 2024 0 NOTE: 4 REVISED PLAT AND SITE LAYOUT PER CLIENT COMMENTS 12/23/24 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) ..p 00 2540 _ 1 0 00 Co 2540 0 o ^� co 00 Ln Co ^.... 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ITEM DATE qTF OF �v 5725 NORTH DISCOVERY WAY �� C Y' 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 3 CLIENT COMMENTS 9/11/24 DATE: DECEMBER 2024 0 NOTE: 4 REVISED PLAT AND SITE LAYOUT PER CLIENT COMMENTS 12/23/24 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 O Z J ^^ O �� Ld O ?i =O (/7 Z Z 00 . .� .�.� =o Z� I O r 00 ?� 00 It 00 00 I O n �rn 00 M to 2545 � � 00 ° 0 00 N r,� M 2545 "t� cD O 0) N CV V) N-' N 0 N VO �: O� M cDI�O� MM N + cp O 00 Lo NL 0 0 't W(n `� 000 M NO+� 1p =N� 2Z_ Z_ 0 �Q�_ uj 0_ > O> Vo �.`.� cD rn 2�D = Z O �Q� O_ > > > NN0' OZ Z_ 20 .Wiwi ZO CoC14 O. 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Q�c a 2520 100 °{ 2520 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2515 2515 c0 o M c0 o M M (D O) I- O M c0 O N (0 O M M P- 0) r r 0 L co co cD cD cD r n 00 06 00 o0 O O> O O O O O M M M M M M M M M � � M M PO M M M M M 't 't � � M M M M LO U M U-) 0 0 M 0 M V) M M M M V) In M 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 ^ o ^^�- r. =o =oo Z " 00 z o 00 2540 00 0 N o 00 00 M ^ 2540 M M 00 00 00 OWN 00000 � 0Lo00 - M N00 �OV) w 0 0)In7 H _±N Z Z O m +N Z 0 �Q� W >> > mQ 0 2535 N N Of o Z Z Z N~F W Z Z 2535 EXISTING GROUND 2530 2530 2525 2525 2520 2520 99.0' of 8" PVC @ 0.40% EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2515 2515 m X ma z M I� t) n O t) M 3 M L N N LL Ua Z D 0+50 1+00 1+50 2+00 2+50 N SEWER ALIGNMENT E z 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 Z REVISIONS s� 12/23/24�o E N G I N E E R I N G 3 NO. ITEM DATE qTF OF �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 3 CLIENT COMMENTS 9/11/24 DATE: DECEMBER 2024 0 NOTE: 4 REVISED PLAT AND SITE LAYOUT PER CLIENT COMMENTS 12/23/24 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 6.5' ACHD 6.5' ACHD SIDEWALK 63' RIGHT-OF-WAY SIDEWALK EASEMENT EASEMENT 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' 3:1 MAX. 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THRU LANE THRU LANE PARK LANE 27' 20' CL-TBC 5' SIDEWALK SLOPE TO EXISTING VARIES 2% 1' LANDING, \ \/\\/\%\\\�\\\ \\ \\\\\\\\ \\\\\\\\\\\\\ \ \\\\\\\\\\\\\\\\\\\\\/ \/\//\//\/ \ \ \ \ \ _7/7 TYP. / i/�i/�i./�i./�/. /./�/�� \/\\/\\ \/�\/�\/�\/�\//�//. 6>' VERTICAL CURB \\//\\/�\\/\ /\\\/\\\/\\\/\ 3" ROLLED CURB ASPHALT PAVEMENT AND GUTTER, TYP. \\\\�\ AND GUTTER, TYP. ASPHALT PAVEMENT 3/4"-MINUS CRUSHED AGGREGATE BASE EXISTING PAVEMENT SECTION COMPACTED SUBGRADE 3/4"-MINUS CRUSHED AGGREGATE BASE 6" MINUS PIT-RUN SUBBASE 6" MINUS PIT-RUN SUBBASE COMPACTED SUBGRADE STREET SECTION B ( LOCAL) STREET SECTION F ( INDUSTRIAL) SCALE: NTS 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 7 9 91 6.67 8' PLANTER 5' SIDEWALK 3:1 MAX. PARK LANE THRU LANE THRU LANE PARK LANE SLOPE TO EXISTING // / \\/\//\//\//\ // 1' LANDING, \\�\\\ TYP. \ �\ �\ �\ � �\/�\ �\�\\\�\\\\\ � 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 0.5' 16.5' TBC-CL 16.5' CL-TBC 0.5' d m 3:1 MAX. 5' SIDEWALK 8' PLANTER PARK LANE THRU LANE THRU LANE PARK LANE 8' PLANTER 5' SIDEWALK M SLOPE TO z EXISTING 3 m H U \ N TYP. i/� / 0 1' LANDING, 6" VERTICAL CURB ASPHALT PAVEMENT z g AND GUTTER, TYP. 3/4"-MINUS CRUSHED AGGREGATE BASE O Y COMPACTED SUBGRADE 6" MINUS PIT-RUN SUBBASE U Z a STREET SECTION D LOCAL ar- POLLARD NORTH SUBDIVISION �pNAL £H O Z ( ) Z SCALE: NTS MERIDIAN, ID ENSF ti ~O w PRELIMINARY STREET SECTIONS 16860 Z REVISIONS s� 12/23/24�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 z llp.com t NOTE: 2 REVISED SEWER DESIGN 9/6/24 kmeng _ z STREET SECTIONS ARE PRELIMINARY AND SHALL BE DETERMINED 3 CLIENT COMMENTS 9/11/24 DATE: DECEMBER 2024 o AT FINAL DESIGN BASED ON THE GEOTECHNICAL ENGINEERING REPORT AND ACHD'S REQUIREMENTS. 4 REVISED PLAT AND SITE LAYOUT PER CLIENT COMMENTS 12/23/24 PROJECT: 24-031 SHEET NO. J W M PP3.4