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PZ - CUP and Engineering Plans 00 U Q c i M N O � C v O � N � PRELIMINARY PLAT .__ ZCo L 3 DETACHED BARON BLACK CAT SUBDIVISION Z 3 25 A PARCEL OF LAND BEING LOTS 1 & 2, BLOCK 1 OF PUMA SUBDIVISION ' LOCATED IN THE SW 1/4 OF THE SW 1/4 OF SECTION 22 = cs TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN LLI z o MERIDIAN, ADA COUNTY, IDAHO >, W 2020 4) z CQZ LLJ cM III �ii 1 II Uj I ili 1 III I I u I 00 I W J DEVELOPMENT FEATURES V �' w \ II OFFICE/ AND VISITORS 26-TOTAL PARKING TOTAL PARCEL-21.59 ACRES 22- PARKING STALLS UNPLATTED - �a 4 \ �� T TOTAL LOTS-5 lii �� - - -_- ` RFF F TOTAL DWELLING UNITS- 186 4-HCAP �S�pNAL FNc/ ygli UNIT MIX- �� G\STE f 2544- !!` 5 / e RM APARTMENTS p tG R� F� j \ / {� S 1 BEDROOM/1 BATH -70-38% Q O 7 (/e 395 -TOTAL PARKING-2.09 STALLS/UNIT Q 14 A D�11 2 BEDROOM/2BATH 'A'-20- 11% 123 HCAP PARKING STALLS N S�0 �. 2 BEDROOM/2BATH 'B'-49-26% 3 BEDROOM/2BATH - 16-9% 16 2 BEDROOM WITH GARAGE-6-3% ' U g / 974 &0 2 S�Q 145-COVERED SPACES A P� J/ / ®® 2 BR 2 STORY ATTACHED W/GARAGE- 15 -8% OF 36 DETACHED GARAGE SPACES 10 x20 F \ 3 BR 2 STORY ATTACHED W/GARAGE- 10 -5% D A.B � PROJECT BENCHMARK 50-GARAGE SPACES IN ATTACHED UNITS l/ 2��6 ,\ \� �! �� CHISELED "X" IN TBC Q� SPURWING GROVE N0. 6 6 - GARAGE SPACES IN 1 CAR GARAGE UNITS ELEV(NAVD88)=2545.54' BK. 105 PG. 14500 7 - PARALLEL PARKING GUEST SPACES COMMERCIAL CHECKED BY: n M 8' �� - �/- �� DAVID A. BAILEY P.E. / I \ \ - 10,800 SF RETAIL, RESTAURANT, OFFICE 239-TOTAL COVERED/GARAGE U _ / _ _ \ \ \\_ J DENSITY: DAB/BEB PLS 11334 (ij // _ 92 -GARAGES DRAWN BY: - 8.70 DU/ACRES GROSS PLS 11334 2544-25 O�/� ��/ // /'� \ ®ter\\ ��®\\ \� Q 145 -COVERED L3 // \�!®®\\ �\ - - 11.10 DU/ACRES NET OF ROW, COMMERCIAL �344 �� / /� / SD ' F es\ \\_ = AND BUFFERS 19-TOTAL BICYCLE PARKING: C. �� \�� CRF 9 OFFICE/CLUBHOUSE® _ POOL/OFFICE/EVENT-0.90 ACRES 4.2°/® o 0 _ \4� \!`� / �P� AREA TO ROW - 1.93 ACRES 8.9% Q I /Ili O 15' \ TREE AREA TO ST BUFFERS- 1.48 ACRES 6.9/o / _ S T 1-1 AREA TO COMMERCIAL USE-0.74 ACRES 3.5% r - 42-TOTAL STORAGE UNITS RM So�BO�VIS1ON --� �/ G��C.�' 6'x10' FOR TENANT USE 76498 --/ G/ _ OPEN SPACE: 5-TOTAL TRASH DUMPTERS EXISTING EASEMENT / I I / I/ - _ - _ __ _ 4k• TOTAL OPEN SPACE-2.96 ACRES- 13.7% TO BE VACATED I/ I / / l // % ! -- - ; �� \\ �_ ----_-- --__- - - / 'yy® 1 -COMMERCIAL / j / al �+ - -, %� QUALIFIED OPEN SPACE-2.36 ACRES- 10.9% EXISTING EASEMENT ��_ --____ _ _ -------___ -_---- - - - - _ - 4-APARTMENTS qq I _ _ TO BE VACATED % % \ -- G,-� _ -- ------ ------ a� � �a PARKING: 6// I ✓ //II' // / / % \ \ \ -�`__== _ _��! ----__ -\-- ------- - ---------- --- -------------------- _-- =% i-i 457-TOTAL AVAILABLE PARKING ea _ - C --- ---------- -- _ _� - 2 46- COMMERCIAL sa _g _ _-_-____- -- - ` _a_ s�� - J J 36-TOTAL PARKING FAIRBOURNE I l/III I ^ /' 3 i mil' i \- _ _ �_ � \ - _ _ - f -✓ 34- PARKING STALLS / / / - 2544 -N7 s14 - --------------- _ ----------------------- r �254S_ i /_ 2-HCAP / Ih cv �w `� ; / I - ' - - - -- - - 8'43 T� SUBDIVISION N0. 1 / I IX BK. PG. I I IIIII c> �, // / _ W 26 _ ��'� -25�b- z - I III (^ / - 3 // �00'30'49"E 84.96 ZONING OWNERS �4V � / WATER & SEWER ; / ; � - -=_ C7 - _ - - \ I EXISTING - R-15 AND C-C BARON BLACK CAT LLC �� ///1I EASEMENT / / / - - - -� I � PROPOSED- R-15 1401 17TH ST STE 700 --Il----- �� II SEWAGE DISPOSAL I s DENVER CO. 80202 / - __ / � I � I / CKBURY NORTH MERIDIAN CITY SEWER DEVELOPER III / _ EXISTING EASEMENT -J / I III t /--- WATER & SEWER f/ rt- _ _ C 0 � I SUBDIVISION WATER SUPPLY BARON PROPERTIES LLC --------------------------------- TO BE VACATED I I I � III ----- _ - II EASEMENT \ -- (FUTURE) N ITY WATER 02 WATER & SEWER �s ) � MERIDIAN - - - - - -� �� CITY ENGINEER DENVER CO. 2 IIII /i i r---------------------------------- ---- H! wA - - \`-\` i it -- \--- - EASEMENT J \� MERIDIAN CITY DAVID A. BAILEY P.E. i i i 11- II�� 12 ACCESS - - SCHOOL DISTRICT EASEMENT I I / � I � _ - BAILEY ENGINEERING, INC. III I I WEST ADA 1119 E. STATE ST., SUITE 210 IIII I _ _ _ FIRE DISTRICT I r- i 22,863 sf � I �_ _- / ,-___ �____\_ I I I �� _ EAGLE, ID 83616 II I IIIII `\---_- `-'-�_- / / -- _ -- II I _ EXISTING WELL I � � \ _-- - MERIDIAN G TO V - - - II I/ BUILDIIN 938 0013 ------------- ----------------------------- I REMAIN / / IRRIGATION DISTRICT PLANNER/CONTACT ( W. WAVERTON �. A /I l 11 A / SETTLERS IRRIGATION DISTRICT KENT BROWN KENT BROWN PLANNING I I L---------------------------T-� \ SERVICES 3161 E SPRINGWOOD DR / I N00'30'43" i / / 1 _ - I I I MERIDIAN, ID 83642 I / III N 32.49' i i i _ I ------------ 208 871-6842 L- II T I III A I I I WATER & SEWER T l \ III AI/� IIII ; i BUCK EASEMENT / I NOTES I I I I II I I I I Q IIII I ' I O IT I 1. MERIDIAN CITY WATER AND SEWER SERVICE SHALL BE EXTENDED TO ALL LOTS. 756,766 s.f. /II IIII I Y00 I / 2. THE SUBJECT PROPERTY DOES NOT FALL WITHIN A FEMA FLOOD HAZARD ZONE. II ' < I��i� � I i , r I to REFERENCE FIRM PANEL 16001CO140H REVISED FEBRUARY 19, 2003. I m l N� I I Cn _ 3. ALL LOTS SHALL HAVE A PERMANENT EASEMENT FOR PUBLIC UTILITIES, STREET Z UNPLATTED IIIII 13 N of III z ��I / _2,5 w LIGHTS, IRRIGATION AND LOT DRAINAGE OVER THE 10 (TEN) FEET ADJACENT TO �% 42 - - ROCKBURY SUBDIVISION a ANY PUBLIC STREET. ALL LOTS SHALL HAVE A PERMANENT EASEMENT FOR PUBLIC �I� / t BK. 114 PG. 16873 0 III I M gg -- ;�_WATER & SEWER II z \ I UTILITIES, IRRIGATION AND LOT DRAINAGE OVER THE 10 (TEN) FEET ADJACENT TO cn p �-1 i EASEMENT I I WATER & SEWER \ O o lI IC-3 ` i EASEMENT \\ ;� JI THE REAR LOT LINE. EXCEPT AS OTHERWISE SHOWN, THERE SHALL BE A 5 (FIVE) III IIII I� C1� / FOOT PUBLIC UTILTY, IRRIGATION AND LOT DRAINAGE EASEMENT ADJACENT TO ANY o H \ r +-J z / \ LOT LINE NOT ADJACENT TO A PUBLIC STREET. w a ----J ---�'------ - ------------------- \Z --------------- --�I N Q III I / � 56822• WATER & SEWER I � W. CARAGANA LN. - - - I I I I 3s S81'18'24" W. CARAGANA LN. N I 4. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE APPLICABLE w o 111 I I E s8s'1s'o7"E L8 EASEMENT I I I STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF ISSUANCE OF THE BUILDING Z I F�32' 5' 6� ---------si.00T-------- ----------------------- I PERMIT. ---------------------------------- ------------------------------------------------------------------------------------------------------------------------- I II EXISTING EASEMENT IIIII I M 24100''O9"W TO BE VACATED /IIIII I .IL - ---- I 5. THE DEVELOPER SHALL PROVIDE PRESSURIZED IRRIGATION WATER TO EACH LOT. ALL Z r 1 IIII II 11 //L7�, --- - ----- -- ----- -- --- -- -- - -- ----- - --- LOTS IN THIS SUBDIVISION WILL BE SUBJECT TO ASSESSMENTS OF THE NAVPA II II ti rnll - - _ _ - MERIDIAN IRRIGATION DISTRICT OR SETTLER'S IRRIGATION DISTRICT. III r Ali ------ I v ---------------- -------------------------------------- Lq 6. STORM DRAINAGE SHALL BE RETAINED ON SITE THROUGH SUBSURFACE INFILTRATION Illll 31I 3 o II FACILITIES AS APPROVED BY ACHD. - I IIIII M 32,449 s.f. � I I 04 IIII II �� I I IIII i M �`' � -- � � � � J I I II I I i 7. LOT 1, BLOCK 1 IS RESERVED FOR FUTURE ROW PURCHASE FROM ITD. / III I i 0 2 i - �P o - � � - � � II I I I o� � I � L - , � I I - - -- - - - I I 8. NO LOTS SHAD HAVE DIRECT ACCESS TO CHINDEN BOULEVARD. 'NIA "�' ��. A� V) voi � � - � � I l W III i19 ' / - - - - - - � _ \ C10 1 1035 � VI I lli IUII 44124 �0 22� 1019' '---- I I 41p S00'12'18"E I - I I / 2 i 79 9,, o I - LOT IS RESERVED FOR CITY OF MERIDIAN FUTURE ITD PURCHASE EXISTING EASEMENT TO SIDEWALK EASEMENT - - _2540� EXISTING EASEMENT TO ' I l LEGEND Q BE VACATED _--_--__--__- - _ _ - - BE VACATED I U - - ----- -------- ------------ �� _ 76 611 ----=J------- --- ----------------- --- -- ------- --- - ------ ----------------------------- - ------ J I O FOUND / IRON PIN -- - -- -- - f f - �- - -------- ----- - -- - - _ __ �II 5 8" -S89"I9'O7"E 1Z6Z.61- FOUND ALUMINUM CAP MONUMENT ® BENCH MARK r 1 21 22 W. CHINDEN BLVD. _(US HIGHWAY 20/26) _ - - - - - - - _ -- - - - _ - - lJ CP&F N0. 9911329 -28 27 -- - - - - - - -- - - - - - - - - - - - - - _ _ _ _ _ ___ ___ - - _ -_- , � - � 1/4 22 0 CALCULATED POINT \ - - 2542- - - - - - - - - - _ - --- --- -- --- -- - - - - - - - \ 27 LOT LINE J - - - -_ - - CP&F NO. 112051576 MM W 1 / -- - - - - SECTION LINE RIGHT-OF-WAY LINE o Z TRILOGY SUBDIVISION N0. 1 O UNPLATTED UNPLATTED BK. 113 PG. 16743 BAINBRIDGE SUBDIVISION NO. 7 EASEMENT LINE 0/�/ BK. 114 PG. 17032 E- E- E- EDGE OF PAVEMENT L.L O LOT NUMBER Q 6,500sf LOT AREA o W BLOCK 7 BLOCK NUMBER z W. ASHTON DR. STREET NAME J Q W Line Table Curve Table Curve Table Curve Table Parcel Table _ 0 Line # Direction Length Curve # Radius Length Curve # Radius Length Curve # Radius Length Lot Area Perimeter Use ( � ' r C1 1468.00 341.35 C11 1463.00 118.26 C21 100.00 27.48 BLOCK 1 Lot 1 76761 2703 Future ITD ROW / 1� L1 S00'30'42"W 10.00 C2 1532.00 50.49 C12 1463.00 221.93 C22 100.00 36.56 BLOCK 1 Lot 2 OPEN 44124 2600 Chinden Buffer L2 S89'08'08"E 7.99 . C3 1552.00 61.63 C13 1537.00 50.66 C23 100.00 9.51 BLOCK 1 Lot 3 32449 745 Commercial/Office W M L3 N78'03'14"W 20.00 W C4 700.00 151.39 C14 1567.00 120.59 C24 100.00 32.55 BLOCK 1 Lot 4 OPEN 22863 1716 Block Cot Buffer Q L4 S55 40'41"W 10.27 C5 850.00 7.32 C15 1567.00 120.59 C25 300.00 53.30 BLOCK 1 Lot 5 756766 3861 Apartments & Townhomes L5 S44'24'12"E 28.32 C6 850.00 184.77 C16 1433.00 333.20 C26 330.50 31.47 L6 S00'30'42"W 34.93 C7 841.73 183.86 C17 87.50 17.88 C27 330.50 36.58 DATE: 01-29-2020 L7 N89'08'08"W 7.99 C8 841.73 237.50 C18 100.00 37.06 PROJECT: L8 S85'23'29"E 20.68 C9 114.00 34.33 C19 100.00 23.80 C2019-010 60 0 30 60 120 SHEET C10 86.00 25.90 C20 100.00 12.96 IIIIIIIIIIIIl�..................................... PSCALE IN FEET 1" = 60" CS p o 0 I I III ill I I LEGEND DEVELOPMENT FEATURES PARKING: 42-TOTAL STORAGE UNITS = o N III 457-TOTAL AVAILABLE PARKING 6'x10' FOR TENANT USE p 00 I I II ° COMMERCIAL CONDITIONAL USE PLAN a STREET LIGHT .� 0 0, TOTAL PARCEL-21.59 ACRES o >, 1 1I \\o - - BUILDING ENVELOPE (SETBACK LINE) TOTAL LOTS-5 34- PARKING STALLS 5-TOTAL-COMM RC ALMPTERS N 2 TOTAL DWELLING UNITS DETACHED BARON BLACK CAT SUBDIVISION = � W \o \ - - r BACKYARD FENCING 2-HCAP 4-APARTMENTS 'C Z ~ I III a _�-_____` _--- / --� UNIT MIX- I III `- EXTERIOR AND SECURITY FENCING 1 BEDROOM/1 -70-38% A PARCEL OF LAND BEING LOTS I & 2 BLOCK I OF PUMA SUBDIVISION CD Z I OFFICE/CLUBHOUSE AND VISITORS Z - -- / TR RIGHT-OF-WAY LINE 2 BEDROOM/2BATH 'A'-20- 1 1% 26-TOTAL PARKING LOCATED IN THE SW 1/4 OF THE SW 1/4 OF SECTION 22 `\IIIII1 \��_;,, ____ '- / FF 26EDROOM/2BATH 'B'-49-26% _ F 22- PARKING STALLS ■� a -___ BkRM S LOT LINE 2 BEDROOM WITH GARAGE-6-3% 4-HCAP TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN tD _ III j - ,/ --`��- 3 BEDROOM/2BATH- 16-9% ,�-------- / /7� e0/� ROAD CENTERLINE ° MERIDIAN, ADA COUNTY, IDAHO = co III /ice / -__ - , % `_-- AC /S/ 2 BR 2 STORY ATTACHED W/GARAGE- 15 -8/o APARTMENTS 2020 W z o II i/ //,_--_-- -____\ - -�, 7 N N ROLLED CURB/GUTTER 3 BR 2 STORY ATTACHED W/GARAGE- 10 -5% 395 -TOTAL PARKING-2.09 STALLS/UNIT w r' /',r -- - --_ / / / Ig AND SIDEWALK 0 � W -- 2 123- PARKING STALLS W D I II I a //' - -- - % / / -�•`� ------------------------- COMMERCIAL 28- HCAP Z w I I - ------ EASEMENT LINE C10,800 SF RETAIL, RESTAURANT, OFFICE •� co m to \-7 / / 145-COVERED SPACES `V I III III %-- / / - - j O LOT NUMBER Z IlJ ch I III - , / ,.� - �� \, 36- DETACHED GARAGE SPACES 10'x20' ao / > ,\ i �.\ - - �.� s,soosf LOT AREA DENSITY: W 1 I I III / - - / _� __`-- 50-GARAGE SPACES IN ATTACHED UNITS _j m o I I / / -_/, \� _� - .�-- - 8.70 DU/ACRES GROSS II II II \ \ w / / - - BLOCK 7 BLOCK NUMBER 6 - GARAGE SPACES IN 1 CAR GARAGE UNITS II _ __ __ W W I I II II / /�--h- - �� - �� -- li li iI�I ili ili I a � I I III III I 1 / / - - _� ZZ �� - 11.10 DU/ACRES NET OF ROW, COMMERCIAL 7 - PARALLEL PARKING GUEST SPACES GRG GRG GRG GRG GRG GRG . w < I III u , �/ / / - - - _ - - W. ASHTON DR. STREET NAME AND BUFFERS ---6 PLEX TOWNHOUSE I I C.� , w I I pI III I 1 - , , / / - - _ .-- --- 7----- -- -- ----- --- I W u1 / / / //�` - - \`�� •�` POOL/OFFICE/EVENT A0.90 ACRE°s 4.2/ = ERED/GARAGE ---- 1 Ii BE IIROOM °i i)I i i / - 11 239 TOTAL COV -- / T / \i HANDICAP RAMP AREA TO ROW 1 93 CRES 8 9 I u / 4�. %/ �� - - - - ��`` - ��``- AREA TO ST BUFFERS- 1.48 ACRES 6.9% 945 -COVERED I'I l •DUP11 LEX• / C�? / // ��\```\ - - ```i��_ - AREA TO COMMERCIAL USE 0.74 ACRES 3.5% ol a----- ---- -a-----III S�QNAL FN III 1. -`- - �— — - - LE PARKING. .-____ - a Z O/. EXISTING Li \��2 / / - �.- 19 TOTAL BICYC L- - ----- -----{ \ \ �t��t/��G�STE.,��"- 1 I , .oz l. / - __ �! ��- - OPEN SPACE: - O EASEMENT __ - � - 9 OFFICE/CLUBHOUSE _ TO >� / - ' QT - Q /'. - - - - TOTAL OPEN SPACE-2.96 ACRES- 13.7% �'p�Z1 " 9 0 BE VACATED I ' ' PARK — ' j / � % � „ \�� - - � �� FF C `� �� N SPACE 2 36 ACRES 10 °/ r- -----------------,I� � N Q / AREA „ / / '.' / - - - / / / - - REST - %- QUALIFIED OPEN 10-COMMERCIAL R --1!�I III ------ R ----- U GRG s' -- r f / r - - — 2 BR1 B 3 _ i_\\, -/ %i pU�/Tj o , , �.Q�, /�„ W GARAGE BEDROOM 3 B 9T �P�!'� CTd \\\,- �� , 1- ' 2IBEDROOM A ----J / 1 _ P _ - - ,,\ - ------�----- ---- 'I -- BEDROOM EDROOM ay \\' / / - - - =tea 11 ` ' �-_ BR'I • • -- - B I -- - -- -- I r. / / _ P >fi,� 11 v ` I E BR E BR2 ' / / - = /^ - - �\\ \\ I \ --- III E IIII o _ _ ° BR2 a _ P' , — _ , __ THE ° II BR1 / /' // r off/ /� r' e<oC `�__. ` ` % -_-- FqR U ' \III E :. / / lV 0 /,n W --R-/ — — S - -- ---_ S L------------------------- •------------------------- DAV DCA.EBAILEI' P.E. / TT^ ,, � E M �IIII / / u o // -� 7 P l_ FT - - BK BD'Vjs \ \ I �: , , _9 t P �/� /��'t� - Eck - __ � \ �- _ PG. 1 No. DRAWN BY: /..' o A - -�/ ,� / — - - _�--- \ 6498 DAB/BEB O I 18 �' .. - / / / ") /4C/% \/ Fk - _ — � ```� �_ -�� 'I ,sue +�_ . 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TREE CRES -_. , 3 m 1 I / `� / /,I I /v &DRo CK _____-__ T WAY _-_= _--- - � I 1, `� , moo. P -,� •- i COS' �� , - P i Z, / OM 3Jr J --- - _==__- - =_ --- _ Q / / RELLI• Q ' i �Q P �' O�� --_ P �/ / ',`. : BEDRO '- __ ---__ -_=_°=°=°=°= =°=°=°=°=°=-__-----------==============--- ------ � i Jay / _ �' P If /. 8 - / `10? oN _ I , ,� BR2 - OM ___--_ -- ----- -------- ---- _ 2 P o U r11-I' / v - � ' /�• / o° - <��> I f BR1 0 ;'cv - - _---- _ ---- - - - - ---------- ___-- - - - --- I v O - - - - - 1; CLUBHOUSE / P , - , O �S / x R2 cy • O — — -- ----- ---------- v f , �QGc, i L ;: : ' o� / :�3 - " _ � , aim - P /� �� E BR1 i", ao - - - - _ om w : .. / N , ca - P, / �o P l Z Q• _ . 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CONCRETE 1 � P. m I� RETAINING WALL I V_:: rO 00/0Z 11 - wl I: . 2 e s 1 � r II I I I I I III Q I I I I Q W 0 li � 11 _---- - EXISTING CONCRETE TO I I I II Q p i BE REMOVED, TYP. � cfl CD LOT IS RESERVED FOR EXISTING EASEMENT TO U 41 p I FUTURE ITD PURCHAS� BE VACATED EXISTING EASEMENT TO z 0� L ` I♦ o II = BE VACATED - --------- --- -- 71I I s.f. ------ -- ---- ---------- ----------------------I ---- ---- < < / 1, --- --- -- --- --------------------------------- --- --- --- --- --- --- --- --- --------------------------JI I--- _ _ I 0 ------------ - --- --- --- --- --- --- --- --- --- --- -------------I --------------- -------------- In a3 -- -y r=- -----� Iw -- -- -- -- -- -- -- - -- -- -- -- m . --------------- _ _ . illillim () fn EP EP o o EP F- EP- � - EF- EP- EP EP 1 DATE: EP- EP EP- EP EP EP EP- EP 4- . EP EP EP EP EP EP EP EP- EP- EP- EP I 01-29-2020 W. CHINDEN BLVD. (US HIGHWAY 20/26) I --- - -- - -- --- - - - - - - - - - - - - - - - - - - --- --- -- - - - - - - - --- --- - - - - - - - - - - -- --- --- --- --- --- --- - - - W. CHINDEN-BLVD. (US HIGHWAY 20/26) - - - - - - � ---- PROJECT: C2019-010 EP EP EP- -EP - EP_ - EP_ EP - - - EP EP E- EP EP- EP EP- EP- EP- 40 0 20 40 80 SHEET .Q EP EP EP EP EP EP -EP EP EP EP- SCALEIN FEET IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1" = 40' i � sVP f% AN all twxg VA fit Mae MOR r01 likUl . - i • u C Q O E QC62 0') C it ♦ + cVIA co I I i W - I 7----t----r----�----� KEYNOTES •CD Z ~ w W W W W W W W w w W W 1 4" SEWER SERVICES (1 SERVICE PER BUILDING) Z LN. — SSMH A6 O 3/4" WATER SERVICES PER MERIDIAN STANDARD 1/2" R. = 5 s s s fi t s s—�s s s s s s WELD 1000 EPDXY IN DRAWING W1 (1 SERVICE PER UNIT) FULL BOND WITH REZI- a T s T s s— ACCORDANCE WITH THE 1' R' CONCRETE w KD �� I i ( I 0 SURFACE DRAINAGE SWALE WITH EXCAVATIONS TO MANUFACTURERS SPECI- a """''I IIII = Z 1 I 1 \ FICATIONS. ASPHALT MAT W I Oi _ _ _ 1 I 1 FREE—DRAINING AS SHOWN. SEE DETAIL, BELOW. ,,iiiillllllllllllll p� N �I I - T-----T- T- T-----Tr----- -- O I - --- ► a I \ T—_-- AS SHOWN: ----- _ I I �-----I -III�I I IIIII II IIIII I IIIII II IIIII I II ...,,,,�� II iu I II r----- II11 ,dllll IIIIIII Q� W � NATURAL -11 1= ■ Z �? 50—YR RUNOFF VOLUME: ±820 cu ft 6' HT CONCRETE > — I EARTH =IIIII GRAVEL ( dllllllllllll IIIIIII > d c CD F SWALE CAPACITY: t830 Cu ft BASE NOISE ABATEMENT O w Z iiiiiiiillllllllll�l IIIIII��, '9 Ii I 1 I. I y FENCE ON 4' OFF W o I ° a a �� EXTRUDED CURB DETAIL LOT LINE o IIIII II I�IIII II IBIi. o I "' Ill -NTS- XERISCAPE TREATMENT I o °° a _\3:I SLOPE GRAVEL W °I I &7' SHOULDER ° NOTE: ;THIS DETAIL IS SHOWN AS ALTERNATE TORESIDENTIAL LOTNEAREST EDGE OF z z 2j INFILTRATION LENS o VERTICAL CURB DETAIL THIS SHEEP.8 3 HT CONCRETE S\pNAL �, CONTRACTOR SHALL OBTAIN APPROVAL 10 5 G , I j MUST BE 4.0 FT o o RETAINING WALL HWY 20/26 �� G\STE Eiji I O I ' _------ ! ' ---------- FROM EDGE OF z z FROM ENGINEER IN WRITING FOR ALL 21 MULTIUSE I ROAD SWALE fl 8 8 r ------ I 3 (CHINDEN BLVD) Q O > > PROPOSED LOCATIONS. LANDSCAPE AREA PATHWAY (APPROX 25'-35'TO EP) Q I� X I ! BUILDING ow ow 4' HT BERM Lu N J III WOO�IQ3 --------- I fTl FOUNDATION. LETTER z 35 ---------------- - - -_ ---- - - -- FROM STRUCTURAL N ui N�m - - I n aa -------- ----------------T -- W--- I 0 � Q- I �1 w 4' MIN��6' 4' MIN U) ENGINEER WILL BE (~ I I ~I LOT TO ROW �71 REQUIRED `zz` I `zz` J Oq�F OF \�D ,� i � X O II� �. 12 � I ��D 8 P�� ------------- a 8 ------ a 8 - �• A. -J'� ' I OI 2' DRAIN ROCK .7 CHINDEN SECTION f I I � � a �`---------- COVER - - - ---- - ° NOT TO SCALE CHECKED BY: DRAWN BY: ♦ l�LNO SOD OVER ------ 3 DAVID A. BAILEY P.E. --�-- _ _ _ _ _ SAND LENS 1 --- - -------- —� -------— - -- MIN. j DAB • dl I II II I I II \-g - �-- `- ------= --_--_- CREATE POSITIVE SLOPE 0 F __________ __ a_ 0.5% MIN TO SAND LENS--- a:--- -a- --°----- ----- CONST. SAND LENS FILTER FABRIC SIDES & TOP p° I 6 ; o (ASTM C-33 _____ OF INFILTRATION WINDOW VARIES 5.0' VARIES � _ SAND REQUIRED) _-_-_ FREE MIN DRAIN N6 LANDSCAPE OR AS SPECIFIED LANDSCAPE _ 0 I O 8 EXCAVATE TO FREE _- - AREA AREA - - ------ l a i I W r DRAINING MATERIALS _-_-_ ROW ROW 8 C ml 10 ----- CAPACITY OF 1 .75% f.25% SLOPE 74'-O" 7 I - ,I --- E----- WHERE SAND LENS IS SWALE AS SHOWN -� SLOP ��--------- I--- ----------------i = -- aa° .P SPECIFIED. BACKFILL F 4. 1 �1A --- 3.0 ft^3/ft 37'-0" 37'-O" --- -- WOO�1Q �------- WITH REJECT SAND OR m O ` I LL I -3/4" CRUSHED X X O', i m GRAVEL 4" CONCRETE N� WEST PORTION OF RIGHT OF WAY • -----------1 III p -- " _ SCHEDULED TO BE CONSTRUCTED BY 8 � •;, i , 18" 2 3�4 MINUS OVER (, 8 COMPACTED SUBGRADE FAIRBOURNE SUBDIVISION 5'-O" 1'-0" j �------------- 1°-O°° 3' 15'-0" I 15'-0" 3' 11'-0" 5'-0" _I TYPICAL LOT DRAINAGE SWALE WALKING PATH --- ------- --------- -- l ---------- ----- - Q —NTS— SECTION A 1.75% --- - ---- ' ,l �__--_- -NTS- ....... °_ . ... r a n n n ri ri n n - n n- 1 2 00% I 2.00% 1 „ „ EXISTING 4" OF 3/4" MINUS 4 OF 3/4 BASE CRUSHED AGGREGATE 75" THICK CONCRETE TYPICAL UTILITY SERVICE & UNIT DRAINAGE DETAIL LEVELING COURSE SIDEWALK (ACHD SD 709) $$ EXISTING 20" OF 6" MINUS 1 -20 20 0 10 20 40 UNCRUSHED AGGREGATE EXISTING SWALE BASE COURSE - EXTEND 1' NEW 3" ASPHALT NOTE: UTILITY SERVICES(S) AND LOT DRAINAGE VARIES BY BEYOND EDGE OF ASPHALT BLACK CAT SECTION EXISTING 3" ASPHALT LOCATION AND WILL BE FINALIZED WITH CONSTRUCTION SCALE IN FEET DOCUMENTS. DETAIL SHOWN FOR REFERENCE ONLY. 1"=20' BETWEEN CHINDEN AND W. WAVERTON DRIVE NOT TO SCALE RADIUS 1 1/2" �' 16'-0" 2 1/2" ASPHALT ABOVE PIPE, CWEST PORTION OF RIGHT OF WAY CANE BOLT POST HOSE EA. GATE 4" OF 3/4" MINUS CRUSHED SMOOTH WET SCHEDULED TO BE CONSTRUCTED BY w AGGREGATE CONC. / FAIRBOURNE SUBDIVISION 0 0 VISQUEEN ROW 37°-C" ROW 5 �� z 8'-0" VARIES 23'-0" 8'-C" A1.2 6" DIA. BOLLARD (3) O O 12" OF 6" MINUS PIT RUN (PARKING) z FILL w/ ( OOOO wn CONC. 5'-0" 5'-0" --a _ _ _ 11 RECYCLING 4"0 or 6"0 STEEL VARIES 15'-0" 15'-0" 6'-0" I � 2 -0 EXISTING PAVING EXISTING PAVING NEW 2 -0 1.75% _T r CART (2) z PIPE BOLLARD, fi� I�� I PARKING LOT ASPHALT f o.25% CANE BOLT POST ~ PAINT: SAFETY 2% 2%- - 6-0 HOLE EA. GATE a 6 YARD SECTION ` YELLOW, AS NOTED � ��\�� \��\ \� � \�� 777 �\��\ \��\��\��\�� a DUMPSTER v C� J L — un ON PLANS z a ��_ NOT TO SCALE J O Da a a a z TOP OF 4" OF -3/4" BASE O -It � GRADE, PER - A1.2 0 10' WIDE 5" THICK a a SITE PLAN EXTEND 3/4" MINUS i SLOPE 1.5% MAX i � a N ° CONCRETE SIDEWALK EXISTING ASPHALT PAVEMENT AND PITRUN 6" PAST 0 (ACHD SD-709) L- - - - - - ® °a a 3 CURB. (TYP.) NEW 3" ASPHALT PAVEMENT STANDARD VERTICAL Z] a TYP. a 17" -6" PIT RUN CURB & GUTTER (TYP) �w a ° a AS PER ACHD SD-701 N o ° a a '° 4" -3/4" AGGREGATE BASE > � z 6" CONCRETE SLAB ACCESSIBLE TRASH CAN o 14"0 CONCRETE BLACK CAT SECTION 2-1/2"FRAME TUBE STEEL GATE OVER 4" COMPACT FILL 8"x8"x16" C.M.U. WALL FOOTING ® 4"0 FRAME w/ (G GA. METAL w SPLIT FACE FINISH c a NORTH OF W. WAVERTON DRIVE Z B-DECK (GALV., PAINT) 4x4 TUBE STEEL / BOLLARD or r 1 t12'-6 1/2" POST (PAINT) TYP. 16"0 CONCRETE NOT TO SCALE J v 0 (PER CIVIL) 8'-8" 4'-0" 3'-4" a ° FOOTING ® 6 0 BOLLARD, AS NOTED ON a PLANS TRASH DUMPTER AJ NOT TO SCALE W 0 — BOLLARD � WIDTH PER PLAN V) NOT TO SCALE TOOLED JOINT ' 1 " BATTER V w W ;n 1.757 f.25% SLOPE '0 0° Z ` e b'x x xxx xx xxa xx x xx x% x> x x%x x 1'j` x xxx x x b" xxx x x xxx ■x x x x x xx xx v x xx:x v xX t X ASPHALT PAVEMENT p x xx x% x x SLOP PLAN 2" OF 3/4" MINUS x x x x x Li 31 CRUSHED GRAVEL �"x x x LJJ Y I ' I THICKENED EDGE SIDEWALK DETAIL Q —NTS— J Z 0 W Z 0 D m z Q Q 0 W 0 Ld = U v Z Q F Q 0 w m U DATE: 01-29-2020 PROJECT: C2019-010 SHEET V Q p U SEWER LINE A PROFILE = oRw ON o �Im �■, N � T W ■� Z 4 L 3 Z 3 2560 SSMH A2 SS H A3 2560 ._ a ST :2+43.17 ST :2+84.93 RI :2541.80 RI :2541.70 = Z INV IN:2 524.60 E IN IN:2524.83 SE LLI INV OUT:25 4.50 SW [IM OUT:2524 78 W CG w SSM A8 Z co STA:13+6 .18 cn z 3 RIM:254 .89 N Q, U W N LLJ z 3 IN IN:2529.8 N W N W o N z N W M INV UT:2529.7 W Lo q � M 2550 2550 wz W N m O Ih c6 m 0 M O N 04 w w p po � co�j 'N co N p7 V) � 00 N ONN � � �04 N SSMH A5 oOcoco co NN Q + �N L0 ifQ � D C� � w QoqtN Q - tN STA:3 69.59 coo� U .. Q + IN = � NZ o � � = + mz = piNZ RIM:25 0.30 + �c`! c`! _ � Zo � Q > > N � z NNERz INV 0 T:2525.34 NW » NNALco FNc/ - - - -- -- ZZ-- - - - - - - - - - (n0_ - - - - -- - -- - - -- - --- -- - - -- - - Q�O� ��G\STFR�o2�� - - - - - -- - - - ---- --- - -- - --- - N F 2540 2540 q-� O 9T� O F �pP � D A.B P� II CHECKED BY: DAVID A. BAILEY P.E. DRAWN BY: DAB 2530 II 64 $" 2530 II 329 LF 8" PVC 0.42% II 27 LF 8" PVC 0.42% 41 L 8" 8" P C ®0.39 PVC 00.42% 19 LF9 8 48 L 8" PVC 00. 2% P C 00.42� 29 LF „42% PVC 00 42% 2520 38 LF 8" 2520 PVC 00.42% 2515 LL2515 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 1 1 +00 12+00 13+00 14+00 15+00 15+50 SEWER LINE B PROFILE 2560 2560 SSMH B 2 TA:17+09. 5 RIM:2544. 6 INV IN:2532.57 E INV 0 T:2532.47 S 3 3 cn 3 w rn M N 3 w z 3 W w z w� co `n Z W co N Z O W co N rn r r-N O po Z � Z cp n m� N N� O^ coco NN O rn� M w W Z 00 n co co 0o �? pM ao rn � r?r n O (n ZN co Nr- ao� 17 N O �Cn N N ^O a0 r�17 p7 �cV c6 17 O co �N �17 00 � � N p ,N m�N 00 00� O Om NOS O 00 2550 _ _ In Co,Ij N N O • c.�Lo N co prj L0 Ln .. N O N 00 M 'In .. m N H + N O �In In .. O ao In 2550 rmmmm NN mNM H p7 N m qt m NNH N m p+04 - 17 m + NNE = TNZ NO N m M m m .. .. .. Co m .. m + N H mNN � � _ N N + m O �ZO = NZZp m + N? _ � O O cfl � .. .. O m N NO u)N � . O mN cN + � O O � m ZZp Q �> 00 rm mN m CO qt m + �N� 2 m N 2 N •• Zp = N-O •• •• _ NZp .. ..ZO = NZp r NZO � rQ, N- - N �ZZ N �Z Qr �NN� + �Z� 217NZ0 � Q � > �_» (� »> NH » �» � �» N ~ �ZZZ (n (nQ_'-- + mZZp 2NN-� g N ~ - Z_ NH � » N ZZ N �ZZZ (n � �» cncn ?? N ZZ N �ZZ NNE- -- 2 Q �» (n (n ZZ N -- ZZ -- NN �ZZZ N � ofZZ (n (n �-- --- - - - - -- - - --- --- -- --- -- - - -- - - - - - - --- - - - - _ -- ----- - - ------ - - - -- - - - - - - - -- - - - --- - - - - - - - - - -- - 2540 2540 Z 0 F LF 114 F 8" LL 2530 140 LF 8" 105 LF 8" PVC 0.65% c' " 0.42% VC ®0.42 0 204 LF 8" 2530 160 LF " 67 L 8" PVC 00. 2% PVC 0.42% PVC 0.42% 153 LF 8" 112 LF " PVC 00.42% > 0 LF " 98 LF 8" PVC 00. 2% P C 00.42%' z 57 LF 8" PVC 00.42% PVC 00.42% PVC 400.42% Z 2520 2520 W 0 U 1 +50 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 1 1 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 J - J L _> 0 � m SEWER LINE C PROFILE SEWER LINE D PROFILE SEWER LINE E PROFILE SEWER LINE F PROFILE D 2560 2560 2560 2560 2560 SSMH B4 2560 2560 2560 STA:6+25.69 RIM:2543.04 Q INV IN:2527.27 E INV IN:2527.27 N I ' I U INV OUT:2527.17 W W SSIVIF C2 N w N p w z� SSMH F1 Y STA:4+2 .04 cn 3 z m r ,N STA:3+ 3.95 U RIM:254 .14 W ZN n ao� N N (0 (0ao RIM:25 3.79 I . I Q 3 INV OUT:2528. 5 S 10 N c`! Lo^ rn N Lo c° M 00 00 N INV OUT:2529. 5 S LJJ 2550 't00 S MH Cl 2550 2550 �po o10 'trn 2550 2550 V �NN W N � 2550 2550 (o � �;�d �,"' 2550 J O� �N STA:3 81.56 rn � N� �N CNN W ' (N1 = � Lo m � IN IN V) zzD � � .. � r �NH 2O0N- -O m . rNNN RIM:2 42.74 Q �+ �ZZD 0 + LoD 2NNZo N � �> � Q »> co o'n 'n •• INV IN:252 .80 N = N- -0 m r No " " Z cn Q �NNH (n � �» NNE- NN �ZZZ + 1oz z=) INV OUT:252 .70 S Q :�> >> tm^ Q :�> cn cn iR z z J Z = N- - N N fk- ( -- (nn R? N �»> - - - - - - - - - - - - -- ----- - - _ - - - ----- -- - - 0 _ t I cn �zzz - -- - _ _ -._ - -- - 2540 2540 2540 2540 2540 2540 2540 2540 Q � m C p z W W 0 U = 2530 2530 2530 2530 2530 2530 2530 2530 U PVC 00.65 Z " 170 LF 8" Q " 169 LF 8 Q 178 LF 8 4 PVC 0.65% 45 LF 8 PVC ®0. 5% PVC 00 42% VC 00.42% PVC �0. 5% 0 W m QW o DATE: 2520 12520 2520 12520 2520 1 12520 2520 12520 01-29-2020 PROEC1 +50 2+00 3+00 4+00 4+50 1 +50 2+00 3+00 4+00 1 +50 2+00 3+00 4+00 5+00 1 +50 2+00 3+00 4+00 60 0 30 60 12o C2019-0 0 SCALE IN FEET SHEET 1"=60' VERTICAL SCALE: 1"=6' c MEMO h CS p o E LEGEND DEVELOPMENT FEATURES PARKING: 42-TOTAL STORAGE UNITS CONCEPTUAL OPEN SPACE EXHIBIT a r_ p STREET LIGHT 457-TOTAL AVAILABLE PARKING 6'x10' FOR TENANT USE �` o c \\o - - BUILDING ENVELOPE (SETBACK LINE) TOTAL PARCEL-21.59 ACRES COMMERCIAL N 2 36-TOTAL PARKING 5-TOTAL TRASH DUMPTERS DETACHED BARON BLACK CAT SUBDIVISION = W co \ -- - - BACKYARD FENCING TOTAL LOTS-5 '� Z ~ 34- PARKING STALLS 1 -COMMERCIAL L - _ -- - ❑ ❑ ❑ ❑ EXTERIOR AND SECURITY FENCING TOTAL DWELLING UNITS- 186 2-HCAP 4-APARTMENTS A PARCEL OF LAND BEING LOTS 1 & 2, BLOCK 1 OF PUMA SUBDIVISION CD Z - _ RIGHT-OF-WAY LINE UNIT 1 BATH-70-38% OFFICE/CLUBHOUSE AND VISITORS LOCATED IN THE SW 1/4 OF THE SW 1/4 OF SECTION 22 = g l LOT LINE 2 BEDROOM/2BATH W-20- 11% 26-TOTAL PARKING TOWNSHIP 4 a NORTH, RANGE 1 WEST, BOISE MERIDIAN ■— 26EDROOM/2BATH 'B'-49-26% r 22- PARKING STALLS MERIDIAN ADA COUNTY IDAHO = cs ROAD CENTERLINE 2 BEDROOM WITH GARAGE-6-3% 4-HCAP ' 2020 ' W Z o 3 BEDROOM/2BATH- 16-9% N �\+\ ROLLED CURB/GUTTER 2 BR 2 STORY ATTACHED W/GARAGE- 15 -8% _,- / / AND SIDEWALK APARTMENTS W 3 BR 2 STORY ATTACHED W/GARAGE- 10 -5% - -2.09 STALLS/UNIT Z ------------------------- EASEMENT LINE 395 TOTAL PARKING = r / 123- PARKING STALLS ■ IP / COMMERCIAL N �' , 28- HCAP / , I LOT NUMBER Z w i - 10,800 SF RETAIL, RESTAURANT, OFFICE s,soosf LOT AREA 145-COVERED SPACES LLI o C r ,' DENSITY: ui 4 ,r BLOCK 7 BLOCK NUMBER 36- DETACHED GARAGE SPACES 10'x20' J - 50-GARAGE SPACES IN ATTACHED UNITS �_ - 8.70 DU/ACRES GROSS 6 - GARAGE SPACES IN 1 CAR GARAGE UNITS STREET NAME - 11.10 DU/ACRES NET OF ROW, COMMERCIAL Q u / / W. ASHTON DR. 7 - PARALLEL PARKING GUEST SPACES w U ' \i HANDICAP RAMP AND BUFFERS j POOL/OFFICE/EVENT-0.90 ACRES 4.2% 239-TOTAL COVERED/GARAGE u c \ AREA TO ROW - 1.93 ACRES-8.9% 92 -GARAGES ' AREA TO ST BUFFERS- 1.48 ACRES-6.9% Co S�ONAL FNG ®\ ° 145 -COVERED � G�STE /2 L I � Z �\ AREA TO COMMERCIAL USE- -0.74 ACRES 3.5/o R T 19-TOTAL BICYCLE PARKING: 06, REF C � ` � � ��, OPEN SPACE: 9-OFFICE/CLUBHOUSE N TOTAL OPEN SPACE-2.96 ACRES- 13.7% �j QUALIFIED OPEN SPACE-2.36 ACRES- 10.9% -z'6s D R q �' __-1 l /r/ 10-COMMERCIAL y� Q O IPIN l/ II0/001mrm MEMNON \\\\\\\ - CHECKED DAVA. BAILEY•D P.E. P DRAWN BY. DAB/BEB P I I 1• AREA P ,/ -z- /o'�� ' S/' °,< a / /,,, ,mo \/ Iw 39,175 S.F. , P �� r'�� j 100% QUALIFIED � - — - - - - - ' P3 - ---- --- ITSIDE - -- - - - 37' WING /� •� / - -- -- - m :i o N -- =-- ----------------------------- - ------------------ - - =— --_ - --- / � ' �<" 3JgEo gR3 goo sErgAc 7g°03'74„w W. TREE CREST WA IF w Tov�?,�" •` ..l, - P : ROOM K 263 21- —_ ----- -==_- Y - - - - - - - - Q\ ,. �' �� P / ��, B BROOM -- -__ -- -----=======================------ __----- I P _ ! a O CO r �' - _ --- - i--- ------ ----- --- _-- r CID/ P o / g o f 1 P �C, - - _ _ ----------------------------------- AREA o � <,J .. � R2 . N�Q �,'' �� C 8 P ,Q EI 000 ti -o- - __ _ -- - _ — n I m7 546 O oS.F. � BL TRASH I ---- m DUMPSTER EMERGENCY m�w r �< P 100% o ----- -P P � ACCESS QPP / O -----wo°& O Co < o 1 i --- -_-_ I �----__ I i '• '' ', .• P:„,,..,,p I .. .-:'- � r-o m 1g' � l=, > D ,r---___ .w. �N m I c\I�<----- w` � I\ •I --_ II _ _ w - -__ � / / P I - _I 2 ' \\/ g _ o m I 1 GRG P � -G-R-G_ _ jI I GAG - _ p: I -----J-- I / ti m r Q7 m w .�, /• I I II CO 2 i�•r' ° I \ u u u u o P o � ___-- I o II „J�101 O N - ------ I B i G 8 0 I 'I '.I:•. I-- I \\.Y I I 7 --- � qC °a� / _ / P B .a l R � �°�'v a a N cc Q w. D E N P I I II I C� 1.• i ,...... ... - -_ I �\ \� I I I • ". . .. . . 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