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HomeMy WebLinkAboutPre-plat Updated PRELIMINARY PLAT SHOWING VICINITY MAP : 1"=2,000' 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. 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RAW : 'R W" 00 w A ' h �► 2 2 2 II „jh ;�► II a — SAINT ALPHONSUS SAINT ALPHONSUS > SCS INVESTMENTS LLC m DIVERSIFIED CARE INC DIVERSIFIED CARE INC II J R7129170600 R7129171200 R7129170900 z (C-G) (C-G) (C-G) I � � I PRELIMINARY PLAT DATA ,I ,I RESIDENTIAL AREA (R-8) II I SITE DATA CURRENT ZONING R-8 PROPOSED ZONING R-8 W COMPREHENSIVE PLAN DESIGNATION MEDIUM DENSITY RESIDENTIAL BUILDABLE LOT AREA 4.633 ACRES COMMON AREA 0.526 ACRES ROW (WITHIN PROJECT AREA) 1.660 ACRES w I ROW (OFFSITE) 0.226 ACRES L4 TOTAL AREA 7.045 ACRES m OVERALL LOT DATA W RESIDENTIAL LOTS 42 COMMON LOTS — LANDSCAPE 9 COMMON LOTS — SHARED DRIVEWAY 1 TOTAL LOTS 52 MINIMUM PROPERTY SIZE 4,350 SQ. FT. AVERAGE PROPERTY SIZE 4,805 SQ. FT. DENSITY GROSS DENSITY 5.962 UNITS/ACRE NET DENSITY 9.065 UNITS/ACRE RESIDENTIAL AREA (R-15) SITE DATA CURRENT ZONING R-8 PROPOSED ZONING R-15 COMPREHENSIVE PLAN DESIGNATION MEDIUM DENSITY RESIDENTIAL BUILDABLE LOT AREA 7.394 ACRES z COMMON AREA 3.275 ACRES a ROW (WITHIN PROJECT AREA) 2.269 ACRES O M ROW (OFFSITE) 1.963 ACRES 3 AL AREA 14.901 ACRES N OVERALL LOT DATA RESIDENTIAL LOTS 1 15 LEGEND Z COMMON LOTS — LANDSCAPE 18 INDEX OF DRAWINGS H COMMON LOTS — ALLEYS 4 TOTAL LOTS 137 — — BOUNDARY LINE g SHEET NO. SHEETTITLE z MINIMUM PROPERTY SIZE 2,238 SQ. FT. — — OFFSITE PROPERTY LINE PP1.0 COVER SHEET O AVERAGE PROPERTY SIZE 2,801 SQ. FT. g LOT LINE PP1.1 EXISTING CONDITIONS U z DENSITY Y GROSS DENSITY 7.718 UNITS/ACRE — — — SECTION LINE PP2.0 PLAT LAYOUT PLAN NET DENSITY 15.553 UNITS/ACRE PP3.0 PRELMINARY ENGINEERING PLAN POLLARD NORTH SUBDIVISION g R_8 PROPERTY ZONE DEVELOPER/OWNER \ANAL £ OVERALL SITE 10 LOT NUMBER LL PP3.1 PRELIMINARY SEWER PROFILES BRIGHTON DEVELOPMENT INC. MERIDIAN I D ��SS ENSFHc/y PP3.2 PRELIMINARY SEWER PROFILES 2929 W. NAVIGATOR DR., SUITE 400 'o SITE DATA MERIDIAN, IDAHO 83642 O COMMON LOT (LANDSCAPE) PP3.3 PRELIMINARY SEWER PROFILES PHONE: (208) 378-4000 COVER SHEET z TOTAL AREA (PROJECT) 19.756 ACRES CONTACT: JON WARDLE 16860 TOTAL AREA (INCLUDING OFFSITE ROW) 21.945 ACRES PP3.4 PRELIMINARY STREET SECTIONS EMAIL: jwardle®brightoncorp.com REVISIONS J, 1128125 o N r E N G I N E E R I N G OVERALL LOT DATA PPL1.0 PRELIMINARY PLAT LANDSCAPE COVER �� qTF OF �P 5725 NORTH DISCOVERY WAY a NO. ITEM DATE R-8 RESIDENTIAL LOTS 42 ti S BOISE, IDAHO 83713 z R-15 RESIDENTIAL LOTS 115 SURVEY CONTROL NOTES PPL2.0 PRELIMINARY PLAT LANDSCAPE PLAN ENGINEER/SURVEYOR </iV �N Q 1 ADDED PEDESTRIAN CROSSINGS AND REVISED UTILITIES 7/25/24 C• K PHONE(208)639-6939 w COMMON LOTS — LANDSCAPE 27 PPL30 PRELIMINARY PLAT LANDSCAPE PLAN KM ENGINEERING kmengllp.com z . 2 REVISED SEWER DESIGN 9/6/24 COMMON LOTS — SHARED DRIVEWAY 1 5725 NORTH DISCOVERY WAY 1. ALL SURVEY DATA IS BASED ON THE NAD83 STATE PLANE z COMMON LOTS — ALLEYS 4 BOISE, IDAHO 83713 COORDINATE SYSTEM IDAHO WEST 1 103 AND VERTICAL PPL4.0 PRELIMINARY PLAT LANDSCAPE PLAN 3 CLIENT COMMENTS 9/11/24 DATE: JANUARY 2025 a TOTAL LOTS 189 ( ) PHONE: (208) 639-6939 4 REVISED PLAT AND SITE LAYOUT PER CLIENT COMMENTS 12/23/24 Digitally signed by PROJECT: 24-031 (NAVD88) DATUM. PPL5.0 PRELIMINARY PLAT FENCE PLAN AND DETAILS CONTACT: LACHLIN KINSELLA, P.E. Lachlin Kinsella, P.E. EMAIL: Ikinsella@kmengllp.com 5 CLIENT COMMENTS 1/28/25 SHEET NO. J M REFER TO THE QUALIFIED OPEN SPACE EXHIBIT FOR ADDITIONAL INFORMATION. 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J I..I..I m 0 v i a - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - E5 HOLDINGS LLC PJC FARMS LLC RYENN HOLDINGS LLC EARNEST SO421315205 10.00' SO421315105 10.00' SO421315055 SO421314900 22.81' 60.00' 1 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 1 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 23.06' 60.00' 60.00' 37.72' I I ACHD STORM ACHD STORM 60 22.41' DRAIN EASEMENT BLOCK 1 DRAIN EASEMENT o 0 BLOCK 2 ' 0 50 100 150 O 0 0 0 0 0 0 0 0 0 0 � 00 � o 0 0 0 0 0 0 0 0 o n Ln �n �? �n �n �n �n Ln Ln N °' of N Lo Lo 0 � U W) � Plan Scale: 1 50 1 O2 3O O4 5O O6 O7 O8 O9 10 11 ,� 12 �n 1 ,� O2 O3 O4 O5 O6 O7 O8 O,• 10 11 12 I = N N N N N N N N N N N N N N N N N N N N 1,655 SFr 4,350 SF 4,350 SF 4,350 SF 4,350 SF 4,350 SF 4,350 SF ^ 4,350 SF 4,350 SF 4,350 SF 4,350 SF 662 SF I 661 SF 4,350 SF 4,350 SF 4,350 SF 4,350 SF 4,350 SF 4,350 SF 4,350 SF r 1,672 SF 4,350 SF r 4,350 SF 4,354 SF 12' P.U.E. I � � 19.53' 1 1 50' 22.85' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 23.06' 60.00' 60.00' 27.89' 16.18' 1 W. FLAT ROCK ST. 16.16' \ - - - - - - - - - - - - - I - - - - - - - 00 - - - 20.06' 9.16 1' 19.74' 20.00' L~L J 10.97' W J 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' _40.00'_ -40.00' -40.00'J 40.00' 53.00' 40.00' 40.00' 40.00' 40.00' 40.00' 28.00' 1 85.00' 22.53'�he J Q Z W ACHD STORM y 22.92' W DRAIN EASEMENT " ui I 37 ACHD STORM o o W W W ' �: a o W W W W 0 7Q DRAIN EASEMENT �'' O � ww �, � � I0 � 153,315SF � W W 2 0 Q 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 p 0 v 1,939 SF I o M W W W ' O 0 0 0 0 .� �, .� 0 0 0 0 0 0 J p O O O O O O O O O O O u O O O O O O O O O O O Q O O O O w O O O O O O I I W m J Lu Q Cn 0 ui vi vi ui U) U) U) U) U) Lo Lo Lo Lo � Lo „� p �n �n �n �n �n �n �n �n �n + v w rn a & oOOao Om O4 ao Oao Oao O7 ao O8 Co O9 ao 10 ao 11 Co y W 12 ao 13 Co 14 Co 15 Co 16 Co 17 Co 18 ao 19 Co 20 ao 21 ao 22 ao = 38 00 39 Co 40 ao 41 Co 42 ao 43 00 44 00 45 00 46 00 47 00 48 0 85 00' 0 I Co w cv Z 1,707 SF 2,295 SF 2,295 SF 2,295 SF 2,295 SF 2,295 SF 2,295 SF 2,295 SF 2,295 SF 2,295 SF 2,295 SF W 5,866 SF 2,295 SF 2,295 SF 2,295 SF 2,295 SF 2,295 SF 2,295 SF 2,295 SF 2,295 SF 2,295 SF 2,295 SF l 00 3,400 SF 3,400 SF 3,400 SF 3,400 SF 4,505 SF 3,400 SF 3,400 SF 3,400 SF 3,400 SF 3,400 SF 2,212 SF 16 2,295 SF W z v�i 23 N o PRIVATE STORM I� N Q 20.11' W� - - - - - - - - - - - - - - - - - - - - - y DRAIN EASEMENT p - - - - - - - - - - - 77. - - h7_.00 1,044SF Z18.76' wIO 8500' I27.00' 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' 40.00' 40.00' 40.00' 40.00' 53.00' 40.00' 40.00' 40.00' 40.00' 40.00' ��°'� 17 2,295 SF y W w 20.00' 42' SHARED 36' SHARED 20.02' 36' SHARED N 85.00 N W W ' z BLOCK 6 24 12,939 SF 17•37' ' o BLOCK 5 36 12,766 SF 18.85' UTILITY EASEMENT UTILITY EASEMENT 18.15' N UTILITY EASEMENT 0 W W W W W J 27.00'--27.00'--27.00' 27.00'• 27.00'- -27.00'- .27.00'1 27.00' 27.00' 27.00' w- 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'- 20.12' PRIVATE STORM WI W W W 8.43' () C) 12' P.U.E. y 0 O W W W W ' Q 85 00' DRAIN EASEMENT w � � I16.07' .� �. � � 18 2,295 SF � W W O O O O O O O O O O 0 w I w o O O O O O O O O O O I, r w 0 O O O O O O O O O O O O O O O Lo 0 0 0 0 0 0 U) U) 0 0 y I I � 0 0 Lo � Lo U) Lo U) U) U) O O Lo Lo Lo Lo Lo Lo � y Lo Lo 0 0 0 O ' N rn rn rn 6 6 of rn of 6 of of I of of rn of 6 rn of rn rn rn of rn of of of of of of of of of of of of o� o� ni 85 00' 41 r 47 46 00 45 00 44 00 43 00 42 00 41 00 40 00 39 00 38 00 37 00 y yI 36 w m 35 00 34 00 33 00 32 00 31 00 30 00 29 00 28 00 27 00 26 00 25 00 I 00 35 34 00 33 00 32 00 31 00 30 00 29 00 W W w 28 00 27 00 26 00 25 00 24 00 23 00 22 00 21 00 20 U) 0 0 6,177 SF 0 19 2,295 SF 0 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 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 \ J -W17 I w 04 I. 41 * 0 _ y 60 -_-_- -� - 0 85 0 N - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _16.00' - - - - - - - - - - - - - - - - - - -t2- 27 - - - Lq o - - - - - - 27.00' 27.00' .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' y27.00' 27.00' 27.00' 27.00' 27.00' 27.00' 54.00� 27.00'_ 27.00' 27.00' 27.00' 27.00' 27.00' 7.00' 38.00' N W 20.00 W 202.22': 23.34' - - - - - - - - A 3.66' � Y 18.22' � W. 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FLAT ROCK ST. - - - - - + - - - - - - - - - - - - - - 89.24' 3.62' 20.00' 8.62' c5 14.15' ACHD STORM = ACHD STORM 20.00' 1311 13.13' 10.00' 3.48' o �I DRAIN EASEMENT DRAIN EASEMENT 11.79' - cu-) 49.70' 85.00' I38.00' 27.00' 35.00' - - 40.00'- _40.00'_ -40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00, 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' I -- w- 17 - -v - o o I ACHD STORM �I N 6,021 SF W I rn 3,315 SF 13 m 0 I Y DRAIN EASEMENT to rn o O ' I 0 0 0 I 0 0 0 0 0 0 0 0 0 0W 0 0� W W0 0 0 0 0 0 0 0 0 0 N I Lo 0 0 o M o 0 0 0 0 0 0 0 0 't o 0 0 0 0 0 0 0 0 o O o un L - - - 0 85 0' 0 � Sri Sri Sri Lo uri 0 Sri 0 uri 0 uri Co r; w� V) U) � of 92.50' Q O1 0o O00 (3 00 4 r r �1 00 O2 0o O3 0o O4 00 5O 0o O6 0o O7 0o O8 0o O9 00 10 r 11 Ur, �n I 13 00 14 00 15 00 16 00 17 00 18 00 19 00 20 00 21 00 22 00 23 r w W ' 2,295 SF 12 3,062 SF 2,295 SF 2,975 SF 792 SF 1,658 SF 3,400 SF 3,400 SF 3,400 SF 3,400 SF 3,400 SF 3,400 SF 3,400 SF 3,400 SF 3,363 SF 719 SF 3,232 SF ' 3,400 SF 3,400 SF 3,400 SF 3,400 SF 3,400 SF 3,400 SF 3,400 SF 3,400 SF 3,400 SF 769 SF 0 Z o W 43.98' 43.98 ACHD STORM I � 18 Q ui ui (n ' 0 85 0' o - - - - - 9.88' 19.89' w w - - - - - - - - - - - - - - - - - - - - - - - - - - - - 19.55' w - - DRAIN EASEMENT - - - - - - - - - - - - - - - - - - - - - - - - - 9.27' S,088SF pcwn ui i BLOCK 5 0 2,295 SF 11 27.00' 35.00' 60' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 22.00' 24.43' 12.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' I 92.50' > w W ' 14 N - - 85.00'- - -iV O 0 uw I o 36' SHARED 20.00' 0 - 9.88' > BLOCK 4 12 18,42o SF z 0 5,777 SF 10.00' o Q o UTILITY EASEMENT w BLOCK 3 J ' 28,275 SF 0r = PRIVATE - - _ _ _N - - -26.00'- -27.00'- -35.00' 0 19.89' -40.00'- -40.00' - - 40.00'- -40.00'- -40.00'- -40.00' - - 40.00'- -40.00'- -40.00'. - - -70.00'2 - 40.00'- -40.00'- -40.00'- - 40.00'- -40.00'- -40.00' -40.00'- -40.00'- -40.00'- g 34, Y 00 0 U y STORM DRAIN 0 85 0' 0 18.85' LL I I O o 19 0 EASEMENT o 2,295 SF 10 0 W w 5,550 SF Q r o 00 00 0 z o i� i� i� in io i� Lu w w w N N O 00 00 t0 p LU 0 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) I 0) 0) O O O O O O O 0Lu N N N N N N N N N N N r7 n ro M M n r) r7 V) 92.50' 0 � O8 00 O7 00 O °r° _ 42 Co 41 Co 40 ao 39 ao 38 Co 37 00 36 ao 35 ao 34 ao I 33 00 32 ao 31 ao 30 ao 29 ao 28 ao 27 ao 26 ao 25 ao 24 00 o 0 - W W W W W W 2,295 SF 9 3,118 SF 2,238 SF 2,892 SF vvi 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 i 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 L.L. r N 85.00' N z 18.88' 6.01' z 0 --20.00'- - -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' 'n cpo - - -- -- - -� 267 SO SF - - - - - - - - - - - - - - - - - - - - - - - 164.32' � 524.75' - - - - - - - -�-W_ � �,�"� \ \ .� y .� .� .� PRIVATE PRIVATE STORM _ ���y��� y W W W y W W y W W W W 21.54' Y STORM DRAIN w y DRAIN EASEMENT �� W W W W W W 92.52' 6.70' Q EASEMENT w w a Q ui W W W y W W W y y W. WAVERTON DR. w \ IL W W UU)w ww UNw < wz aZw c 3 ir)w O ;n w U \ \\� W W �^ (O 5,815 SF C0 Q - - � � - - ^ � =RAW- - -�^- - - - - /� - - /� - - /������ _�R/W ,� �w- - ^LAW- =Z=R ��� \ \\ 105.42' - - -_- - - - - - - - - - - - - - - - - - � - - - ^ � - - - - g- - - - - - - - - - - �_,_ \ � a 7 - - - - - - - - - - - - - - - - - - - � \ I I `o \ \\ \W\ 2b / PRELIMINARY PLAT NOTES I I 13.01' � 22 z o L __J \ \ 14.13' Q 7,330SF w� zF- 15.59 Q w z 1. FUTURE DEVELOPMENT SHALL BE CONSISTENT WITH THE MINIMUM DIMENSIONAL STANDARDS LISTED IN UDC TABLES \�\ o��� � a m O 1 1-2D-6 FOR THE TN-R ZONING DISTRICT. \ `d 13.49' _4<, 127'47 ui w_� w \ N "i ) + + l� wN 2. FRONT, REAR, AND SIDE YARD EASEMENT LOCATIONS AND WIDTHS TO BE DETERMINED WITH THE FINAL PLAT. \\ - � \ iq Q o O �w U 0 3. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED SUBDIVISION STANDARDS v Q 0 z OF THE CITY OF MERIDIAN. Q w �? - \ SIGHT DISTANCE W �� a � \ EASEMENT \ 7,347 SF_ u)o � - - - - N 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 / / - - X / a O 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 £Hc� 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 12, 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 1128125 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 E 3 CLIENT COMMENTS 9/11/24 DATE: JANUARY 2025 8. LOT 16, 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. 5 CLIENT COMMENTS 1/28/25 SHEET NO. LJJ 9. SEE SHEET PP1.0 FOR RESIDENTIAL ZONING BOUNDARIES. P P 2.O a 4 - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PJC FARMS LLC SSMH 9 48-INCH _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ SSMH #17 (48-INCH) _ _ _ _ _ _ _ EP EP EP EP EP EP EP EP- EP EP- -EP EP EP E EP EFRIM:2530.15 -Ep EP EP EP EP EP EP EP EP RIM:2532.23 E>r -EP - - ��`� E5 HOLDINGS LLC SO421315105 DEPTH:15.5' RYENN HOLDINGS LLC DEPTH:16.4' EARNEST d3 d3 d3 EP EP EP EP El SO421315205 ;P EP EP -EP EP -EP SEWER ALIGNMENT"All Ep INV IN:2514.76 8" (N) LP-EP--EP-EP-EP-EP- SO421315055 EP INV IN:2515.97 8" (E) EP EP- SO421314900 EP Its REFER TO PP3.1 FOR PROFILE --/-��INV OUT:2514.66 8" (S) TINV OUT:2515.87 8" (W) 6"PI 6"PI 6"PI 6"PI 6"7I 6"PI 6"PI 6"PI 6"PI 6"PI 1 "pl 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6" F I F D D SSMH #8 (48-INCH) I � BLOCK 1 i fl111, F7i RIM:25 16.1'DEPTH:16.1' BLOCK 2 0 50 100 150 E INV IN:2514.27 8" (E) Plan Scale: 1 50 m I 1 O2 3O O4 5O O6 O7 O8 O9 10 11 i 12 1 -4+00 y INV IN:2514.27 8" (W) O3 O4 O5 O O7 O8 y 9 y 10 11 12 1 1 = 1 o 4 1 W r 1 INV OUT:2 INV 14.27 514 17 '8(N(S) W y. y 197.5' of 8" PVC @ 1.73% 97.0' of 8" PVC ® 0.40% _ co SSMH #15 (48 INCH) I r1w I I � r y .*. r• t. �, r 'r r .r r. r ••r 4' r. r 'r r .r i r { •r .'r, r r' r y ° r r r - RIM:2528.38 ax DEPTH:8.2' _ B..W 8"W_ 8.. ....., 8.. 8"W 8"W 8"" 8"W B..W : 8"W_- 8"W_ 8... 8..W_ 8"�", 8"W 8"W._ 1+00 2+00 3+00 4+00' 5+00 6+00 0 8+00 9+00 1011 11+00 12+00 13+00 INV IN:2520.51 4" (N) I zo W. 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WAVERTON DR. w � INV IN:2529.63 8' E w 2 � y y y y y y CONNECT TO EXISTING ( ) R145' � w � �2"�/ \ � W �Y y• y y •L •Y oat PRESSURE IRRIGATION SYSTEM N V) o INV OUT:2529.53 8" (W) m 12„w s y y y y y � Ld SSMH #25 (48-INCH) \y y y yRr y +� 21 o Z a RIM:2540.34CO • >st >st N DEPTH:8.8' \y y y y y�2' `?Q R/w " R/`����BL!nl�. u�' s w- �E 4v� - f3/W-�- - - -. !s - - ,2 \w y y y yr SSMH #27 (48-INCH) � � -- Z' . .. INV IN:2531.66 8" (E) \ \. y y y ' S RIM:2541.67 - - - - - -_- - - - - - - - - - - - - - r - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - -g- - - - - - - - -INV OUT:2531.56 8" (W)! \ y y DEPTH:8.2' / INSTALL 10' WIDE CONCRETE M ' - \� 2 y y INV IN:2533.80 4" (S)LO rn MULTI-USE PATHWAY (6 CONNECT TO EXISTING \ W CO INV OUT:2533.47 8" (N) v INSTALL 10' WIDE CONCRETE I : MULTI-USE PATHWAY PRESSURE IRRIGATION SYSTEM f1 L - -J \\\ /\ Q� ww z SCS INVESTMENTS LLC \a e\ a ® � /�k y =����� w w SIGHT DISTANCE EASEMENT O / S-Z) J y y y o 1 R7129170600 \\ y\ y ;Q y y y a o CONNECT TO EXISTING U � y y Qy y PRESSURE IRRIGATION SYSTEM o PRELIMINARY ENGINEERING NOTES �3 y y y 1. DOMESTIC WATER SERVICE WILL BE PROVIDED BY 6. STORM DRAINAGE FROM THE PRIVATE ALLEYS SHALL BE 11. REFER TO SHEET PP3.4 FOR STREET SECTIONS. / / �2 z g VEOLIA. WATER MAINS WILL BE LOOPED THROUGHOUT COLLECTED AND ROUTED TO STORM FACILITIES THAT THE SUBDIVISION CONNECTING TO THE EXISTING WATER MEET ACHD'S AND THE CITY OF MERIDIAN'S 12. PEDESTRIAN CROSSING LOCATIONS ALONG STREETS Y MAINS IN N. POLLARD LN., W. WAVERTON DR., AND N. REQUIREMENTS. THE PRIVATE AND PUBLIC STORM SHALL BE DETERMINED DURING THE FINAL PLAT DESIGN Z FROSTED OAK AVE. FACILITY TYPES, SIZES, AND LOCATIONS WILL BE PHASE. // // / 12"w 2" 12"W- a DETERMINED WITH THE FINAL PLAT DESIGN PHASE. 2. SANITARY SEWER SERVICE WILL BE PROVIDED BY THE 13. FIRE HYDRANTS AND STREET LIGHT LOCATIONS SHALL BE CITY OF MERIDIAN. THE PROJECT WILL BE SERVED BY 7. THE PRESSURE IRRIGATION SYSTEM FOR THE PROJECT DETERMINED DURING THE FINAL PLAT DESIGN PHASE. POLLARD NORTH SUBDIVISION THE SANITARY SEWER MAINS CONSTRUCTED WITH THE SHALL CONNECT TO THE POLLARD SUBDIVISION No. 1 �pNAL £ w POLLARD SUBDIVISION No. 1 PROJECT. PRESSURE IRRIGATION IMPROVEMENTS. THE PROPOSED MERIDIAN ID ��SS ENSFHc��L Z PRESSURE IRRIGATION SYSTEM SHOWN IS PRELIMINARY O Z 3. WATER AND SEWER LINE SIZES AND LOCATIONS ARE AND WILL BE DETERMINED WITH THE FINAL PLAT DESIGN PRELMINARY ENGINEERING PLAN PRELIMINARY AND SHALL BE DETERMINED WITH THE PHASE. 686� z FINAL PLAT DESIGN PHASE. U 8. CONSTRUCTION OF THE FOLLOWING IMPROVEMENTS WILL REVISIONS s 1/28/25 0 1 4. ALL DOMESTIC WATER MAINS AND SANITARY SEWER WILL BE IN COMPLIANCE WITH THE STANDARD MERIDIAN �qT Q� v E N G I N E E R I N G Z BE INSTALLED IN ACCORDANCE WITH THE IDAHO CONSTRUCTION NOTES: DRAINAGE; SEWER; AND NO. ITEM DATE F OF �� �v 5725 NORTH DISCOVERY WAY 3 DEPARTMENT OF ENVIRONMENTAL QUALITY AND CITY OF PRESSURE IRRIGATION. tip/ S BOISE, IDAHO83713 Or- MERIDIAN REQUIREMENTS. 1 ADDED PEDESTRIAN CROSSINGS AND REVISED UTILITIES 7/25/24 N C• KEN PHONE(208)639-6939 w 9. CITY OF MERIDIAN SANITARY SEWER AND VEOLIA WATER kmengllp.com z 5. ALL ALLEYS SHALL BE PRIVATELY OWNED AND EASEMENT LOCATIONS SHALL BE DETERMINED DURING 2 REVISED SEWER DESIGN 9/6/24 z MAINTAINED BY THE HOMEOWNER'S ASSOCIATION AND THE FINAL PLAT DESIGN PHASE. 3 CLIENT COMMENTS 9/11/24 DATE: JANUARY 2025 DESIGNED TO ACHD'S STANDARDS. ALL STREETS NOT 4 REVISED PLAT AND SITE LAYOUT PER CLIENT COMMENTS 12/23/24 PROJECT: 24-031 LOCATED WITHIN A COMMON LOT SHALL BE DEDICATED 10. PUBLIC UTILITIES, PRESSURE IRRIGATION, AND DRAINAGE J TO ACHD. SEE THE PRELIMINARY STREET SECTIONS, EASEMENTS SHALL BE DETERMINED DURING THE FINAL 5 CLIENT COMMENTS 1/28/25 M SHEET PP3.4. PLAT DESIGN PHASE. SHEET NO. Lu PP3.0 2545 2545 U _Z I ^ 2540 (.00 Z w 2540 0 �- �1? - 00 O i� 00 Co 00 '0 LO 0 00 W O O D7 O N O O O Qof � O ^v 0 ^^^ ^ (nOCA" N N N U M 20 O .i� O ���: p ^� O N 00 U _ = v �000L CV N�p00 � _ZW 000000 U� UO - O M W (o L- 00 Z Co00 00 =O c0 C10V� NNNN H �jCnN I O �p (p (p ZW O W U 2535 2535 Z +� = zzz 1 c0(On7: 0o �n � Z n I O a, ao I o � � � Z� 00 � F--N � - - - O-Z +� = = �M 00 0) raj 00 NN N ' I O V7 (0 X H� 00 W ZZZ Z to Q� a- CO�� � � In � N �M� r M � �p04 It� 4 W(n� 0 X�— W N N -- Ln WN� OZ +� 7NNN O *OM � N H 'tto - (V NN H p�tD� � � N \ 2 N N = ZZZ O = +� 2 Z O 2 M N = _Z Z Z 0O v N H \ ~ W Z Z Z Z (n Q d > > Q 0 > > > > 2't N Z O NNO_ 0 _ _ (n�— w H_ W — — — NNOfOZ Z (n(nQEOZZZ Z VV) W > > 2530 — - - - - - - - (n(nF0Z Z 2530 EXISTING GROUND 2525 2525 2520 2520 REMOVE CLEANOUT AND CONNECT TO EXISTING SEWER MAIN 2 515 97.0' of 8" PVC @ 0.40% 2 515 I 44.6' 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 2 510 63.5' of 8" PVC Q 0.41% 2 510 Co p (0 M 00 M M r7 M vi OM N LO LO LO 0 LO 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 2540 =o Z _6 w 2540 J 3 z� - ao zo 00 J U =O �� I p °� W N � 0 Z Z O - 't�co J W UO - - 00 I (Wi N - N EOM N N .. 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ITEM DATE OF ��P �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: JANUARY 2025 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 5 CLIENT COMMENTS 1/28/25 J ELEVATIONS OF THE STRUCTURES AND PIPES SHALL BE SHEET NO. LJJ DETERMINED WITH FINAL DESIGN. PP3. 1 2545 2545 ^^ = w cn 2 "u vv r. Z� - 00 540 2540 To �o � LO � (6 to r-� 0 Co r �_ ZO r �004 p M M N p ^ Ld p v3: Z 00 r 0 +M 7 N N H V0 . . . 00 ��M- M =�N � ZZ 00 Z ZO 00 Zw 000000 rrnNO � C14M NHS: >0 > 2535 =o i Lt 00 0 r r r +M N cn U)o 0 z z z 2535 Z O 00 000 O 00 N N N Z 00 N M- � r N N Q(N Z: Z O - - - - - - - — 000 OOM00 � M aotD� (OMMM u, > > - - - — EXISTING GROUND Z Z � � p �� � N OM � NNN H (n(n0_ 0 — — - - - -—0 Co p N 0)N N H +� = Z Z Z 0 � — - - - - - - - - - MOM N N N +M = Z O ++►►ll�� — - - - - - - - - O00 00 Lp N H 'tCV � — O NH� o- > > > > — — — — — — — — — — — — — 2530 +u) . Z U) w > > NN0 0ZZZ z _ - - - _ _ - - - - 2530 =7N H Z O (n(n0_ O Z Z (n H W > > — — — — — — — — — — — — — — cncn0_ 0Z ? - - - - - - - - 2525 2525 2520 1 398.9' of 8" 2520 PVC O 0.60% 155.4' of 8" PVC ® 0.41% 197,5 o f 8 389.6' of 8" PVC @ 0.40% 2 515 PVC 739;© 1. 400.0' of 8" PVC @ 0.40% I 2515 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2510 2510 M (D 00 O N M M r rn M M 00 N M r O) O N M r 00 N cD O cD p 00 00 00 00 00 0) 0) 0) 0) ei p O O O O N N N N N M M It M N N N N N N N (14 N N N r") M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M 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 N N (V (V 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 w 0 zz O ^ 00 u- uj z 2545 2545 "� �- Co o (°o 0 Z� 0 3 1 0 °p r M .� Co N 0)N M M N ^ 2 v: ,t M O 0) N 0) . 00 O ^�. 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ITEM DATE OF ��P �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: JANUARY 2025 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 5 CLIENT COMMENTS 1/28/25 J ELEVATIONS OF THE STRUCTURES AND PIPES SHALL BE SHEET NO. LJJ DETERMINED WITH FINAL DESIGN. PP3.2 2550 2550 o Z LLI L� co ? 00 00 co 1 O �rn 00 M 2545 a' Co 00 ° 0 00 N MLO 2545 0 W v I� (D 0 O) N N M N N N D O 00 n Ln N Ln Ln Ln N �Ln m ZO �. 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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: JANUARY 2025 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 5 CLIENT COMMENTS 1/28/25 J ELEVATIONS OF THE STRUCTURES AND PIPES SHALL BE SHEET NO. LJJ 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. PARK LANE THRU LANE THRU LANE PARK LANE 20' PL-PL SLOPE TO EXISTING �\\\ \\ \\\\/// /\ NDING1 LA > // \// TYP. \\%\1' LANDING, 6" VERTICAL CURB ASPHALT PAVEMENT TYP AND GUTTER, TYP. 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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' 3:1 MAX. 5' SIDEWALK 8' PLANTER PARK LANE THRU LANE THRU LANE PARK LANE 8' PLANTER 5 SIDEWALK SLOPE TO z EXISTING O m \ r \ \ \ \ \ \ \ \ \ \ \ \ \ \/• /\/\/\ /\/\/\/\ \// //\// / // 1' LANDING, /�// /\/\/\/\/\ TYP. \//\/i\/i\/i /ice/i, 1//,\//\\//\//\ \//� /i\/i\/i\/i\/�\ 6" VERTICAL CURB \ g AND GUTTER, TYP. ASPHALT PAVEMENT z 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 REVISIONS s� 1/28/25 �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 kmengllp.com z t NOTE: 2 REVISED SEWER DESIGN 9/6/24 _ z STREET SECTIONS ARE PRELIMINARY AND SHALL BE DETERMINED 3 CLIENT COMMENTS 9/11/24 DATE: JANUARY 2025 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 5 CLIENT COMMENTS 1/28/25 SHEET NO. J Lu M PP3.4