Loading...
HomeMy WebLinkAbout Full Set 20240828 Updated Q p U PLAN SHEET INDEX PRELIMINARY PLAT FOR - I M NPLATTE I = o 1 � M N Common Lots --- FSUBB NO 2E I PUMA SUBDIVISION V N r_ BLAYDEN SUBDIVISION NPLATTE _ I �011D Lot Area Type SHEET DESCRIPTION LOCATED IN THE NE 1/4 OF SECTION 28 T.4N., R.1W., B.M. 3 _ W CHINDEN BLVD _ .i zcc BLOCK 1 Lot 3 26764 PARKING & DRIVE PP- 1 — PRELIMINARY PLAT INDEX, VICINITY MAP , NOTES MERIDIAN, ADA COUNTY, IDAHO Q Z BLOCK 1 Lot 4 OPEN 13817 PLAZA PHASE 1 PP-2 — LOT AND CURVE TABLES 2024 0 a BLOCK 1 Lot 5 OPEN 2253 LS BUFFER BLOCK 1 Lot 7 OPEN 2388 LS BUFFER PP-3 — PRELIMINARY ENGINEERING N SUBDIVISION TRILOGY N0. 1 •_ BLOCK 1: Lot 9:COMMON 45233 CHINDEN BUFFER PP-4 — PRELIMINARY SEWER PROFILES 0 W z BLOCK 2 Lot 1 OPEN 12362 PARK PP-5 — PRELIMINARY SEWER PROFILES RAMBLIN �' Lu a BLOCK 3 Lot 1 OPEN 1739 BUFFER OFFSITE I Z o BLOCK 3 Lot 12 OPEN 1481 BUFFER PP- 6 — EXISTING CONDITIONS , SURVEY 0 Y -j PP-7 — ADJACENT PROPERTIES PROJECT _ W ° 0 � o 4 S.21 S89'24'50"E 1307.08' N89'25'49"W PP-8 — LOTS & BLOCKS CH/LADEN BLVD.I/D. SITE � N o S• PI PI ,, ,,� ,��_ �� 611.75' 1307.40' PP-9 — RAMBLIN OFFSITE TO RUSTIC OAK a ( BAINBRIDGE I v04 w Ma N89'25'20"W COMPTONS SUB Y 1 o Co M 0) 1142.27 S89'25'20"E UNPLATTED N 2 Q z z 150.00' M N AL -- -- -- -- rN4 �0-- -- -- - ----�-- 311.so - 200.00' o- -ss.92 -- -- --�-- -- -- --, ---e-- -- -- -- ---o-- -- -- -- I===� -- - --- VICI TY-------- 530.46 w �d ® — SOUTH S NI 500'A BAINBRIDGE L LOUG NO. 3 N ------------------ o = 1.% .% - I �T OPT 9 I p FOF � I DEVELOPMENT FEATURES �D A.BP\ ZONE RUTPIP PIP P PIPIP PIPIPIP PIP PIP PIP P =+ P PIP PIP PIP P pIPIPLj PIP P}PIP}PIP}PIP�P P P{PIP�PIPTPIP+PIPIPIPIPIPIPIPIPIPIP PIP P PIP PIP PIP P P ,` ', P P PIP PIP PIP P PIP P P PIP PIP PIpop IPIP ----------------------------------------- -i---------------------------------------�♦ ACREAGE CHECKED BY: l ll l l l ll l+ l+ ll ll 1 1 l l 1+ 1+ 1+ --�-- I u I I T I T � I T I T u I I T T � I I I I I I I I I I I I I I I I T I T I T I T I I I I { _J 1 ♦ 4 �l� JI L f i f f � DAVID KA. BAILEY P.E. rt-r-l-t-rrt-r I I I i rt-ram-t-rrt-r rt-r -t-i-r-r i i i i rt-rr-r-rr-r i�r-rr-r-r-+-r i r-rr-t-rr-r i i rt-rr-r-rr-r i i i t-rr-r-rrt-r i i i I I I I I I I I I ♦ TOTAL PARCEL-35.29 ACRES NO'39'27"E P _ —W ELMWOD o - - _ - - _ - _ _ _ _ _ 238' _ o o I I _ _ 238' _ o _ ss'. P 6500 sf I I I I I I I DRAWN I 1 ♦ I LOTS DAB/DES B 11-� 11i �_1 �-1�� ��1_��1_+_1��-1� +_��_� �_��_+_��_� 4_��_4--�4-4-- �4-I i_+-i--�_� I -I�- - -�� 4-- I -- °' 7 $ ---- i I I I I I I 1 p ; L I J T- T- -T _T J1 IL T T T T L I J + 1- -1 1 1 1 1 1 I I - P O I I I I I I TOTAL T 2 T T T T T T T L � + + J } } } + } } } x , O O S 6 =_- P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P - P PL:::� IP PIP PIP PIP PIP PIP PP PP P - - - - - - - - - - I I I I I I I TOTAL DWELLING UNITS-322 p P P P P P P P P PMPI P P P P P P P P 14,755 sf I I I II I I I P p 00000�-_P_I P P I P I P P n, I 000�00 P --- � - P P P p __P I I I I I I I I ZONE UTI Im I ----- - P n: n p 1 + C � P I I fi I I I I I m BUILDABLE LOTS- --- P - _ p T I al ml % P _ I rt P IG Im p i-P-- --- I r;,al, ml P I P Olm"I ,, --- m ' ; i ,' ,, � ---- I m _' ' ' __- I P I I P 80'3v�'05 i I I I I I I APARTMENT- 1 LOT-312 UNITS --- i-- i .- --- C,_' � I P I p p P ,I � - i II p 7 p -.. � -- .- '. ., Y--r --- � I I I I I I I 0 I -I---- ;� 1� . --- 1 W P p r " P i P i �' ` --t --- - P �L L P 0 I I SF RESIDENTIAL-2 (FUTURE RE-SUBDIVISION) P i, I a l --- _ P P I p P -- p i P I r p p ' ., � h L -- -I---- --- Q , y I'. P p .,� P I TOWNHOUSE- 10 LOTS- 10 UNITS -- Y - I I—p P } P P p �I P I i P I i.'� I"n - P + I IpIP Ip P Ip.I --- .. _ ° P P P P P �_P - I P I P I _P �� 7_ I I ------- -- --- ,/ I COMMERCIAL-4 LOTS + 1 FUTURE --- --- rt ml I -- -1---- --- P �r I -- --- -- --- -- --- ------- p P I P I .� ___ _ _ I I P I �.. - '.N - - --- L� C ; — ' it �_ � Im m,0 P r P I P � _. r P L � 21 ' 3 I I -- �' I~ Is P 1 -P-I- P-- - ,� _ P rt� UI Im Ir - - - - I COMMON -7 LOTS p P ._ P t" L n . id I ,7 8 I' --- _ - - n � � 7 � --- -- --- -- --- -- -- -- ---- I DRIVE/PARKING- 1 LOT I� --- L �r ___ I 1 - n k e I - __P r �J P p P I P P P p =I I j P P �J I� M �P L -- 105 psf I P o I DENSITY N89'18'10"W P IO P D 0�0000 -m J r I IJ �0�00 Im In P - - P a P IO P i. P p _. '.. ._. __ .. --p -I- P-- _- ,', D I P -_ ,. -- P I P ��-------- I OVERALL DENSITY DU/ACRE-9.12 L --- ® I -_- P a 16.00 � I ry P P ® -- IJ P I P I a� ._ -- ® P - I --- ® � _ __ � - I P 604 sf 14140 sfI i4140 sfi � � I „ --- ---------- -� 16' p fi O p I I; P ----I---- I p _ _-P p --- FCE RETAIL/OFFICE E R E S89 25 50 --- P --- L J p m ml, P r-P -Im Im P -- -I-P-- Y-- mI ml P� P I --- O --- ------ ----- I FI EMAIL/OFF( - - - - - - -� (M A) 91�+ , � i P P `' oep P I �Im Im of F c c i PARKING (MULTIFAMILY ARE P J - P ;' 4 -P- P �� --- P P - -- I I I --------------- --- �� I 594�4,�_ r' -+ �IW --- - - --P -I- P-- 1 P P I --- O --- m 5 I I - ----------J APARTMENTS 312 UNITS TOTAL 1 p I P Lc) --� p-- -1 + - �r �'ir -!,I- �n P „ ' P - - P 10, sf i I - - __- - P ^I P I I ' 72- 1 BED, 180 2BED, 60 3BED 312 UNITS 1 P P _ Iw Im P P I ml - ---I- - p M Q-- - MIQ --- I q �I y P_ M P P M 7 1 Im p P \ / , --- +-- O- _ I 'I I P I Pix X w P [7,7 pd r /- gyp I-- v Im __ O ' -- p Q P I — . P J P ,r Q I I m -P-- I BLti/�_ 7 rt 1 P P_ P - -P a REQUIRED SPACES: PER TABLE 11-3C-6 Q � P I I - - v - � .. --- _ / =77 I P I p m �� _ _ P i P I `J - - I p I �--P J h lm - - uli +� ml`" 'r p P .� p I , 1 BED UNITS REQUIRE 1.5 SPACES/UNIT WITH 1 ` Im I HI I � I i P P --- --- I ml r P ----1---- p I P I I P --- I --- --� I COVERED P P p L p rt P m Im P I-P-- --- I ml P fi W ;` _ -P - --P P I I _-P I I CO --- 1 40 -- --- ----I p p �C P p 276p sf 276p sf sfl 141 sf . -1 P I 2 OR 3 BED UNITS REQUIRE 2 SPACES/UNIT WITH 1 y rI 14 40 Im I RETAILyOFFICE RETAILyOFEICE RETAIL 0 P I p ___ I COVERED a -P- --P 0�0000 I I / FFICE REIIAIL/OFFICE --� --- I I - P I P D I sa I v a Iv P - I P _p --p 4 PLUS BED UNITS REQUIRE 3 SPACES/UNIT WITH 2 P P P P _ �` _ --- P ---- --- I 7 - -� COVERED P I P I I ---- _ I P P P m - ------ P rt P r-- _ _, Iw P �ul i'' . INh � C P t --P -I- P-- - P � "� '' � ,w � n r, u�� -I P I -� --r --- I I P I --P 7500 SF GUEST PARKING 1 PER 10 DWELLING UNITS P �. P I P �L ----I---- --- Iv IN - -� I 1_� uI NI p L I P P P1P PIP ( P PIPIPIPIPIP PIP ! p ! p ! p ! P ! P ! PIPIPIP PIPIPIPIPIPIPIPIPIPIP --- STOREFRONT P I p I I - P P -- ----------- --- --- --- -P+ I P -I---- I P p I -- I P I I - - I o� ..,__., �_. P P _p P 1 C' P p 7 C r i.. .,- I -�I _- -I-P-- - P P I P j P o �+ P --- P o 466E OCK I ^I I I 72- 1 BR x 1.5= 108 WITH 72 COVERED NO'41'50"E I --- I 1-- II 1 P p __� - -- P-- - it C p - P r - P i - - 0 3' - - -� I P I 1 I 180-2BR x 2 = 360 WITH 180 COVERED P P ___ I __- ,r P _ -I P _ _ _ -- P I P -- P p P P P --- P P 32' 0 128 275 sf I P 60-3BR x 3 = 180 WITH 60 COVERED 328.66 --- --- - --- I II , m N rt � L' I I'., 1.1�'�h,.J —_ P I IQir` `r i m i, ... r, n r, uad.. r I -------- --- t: � --- k I I I I I I I I I I I I I I I I I I I I I I P P u u - ul l I.. Iw Iv v P P I p W m w ' ~ ' „ ' t G P -- i/�/ J / _ _ .;'Y, . IN �Iv .,.,.:, P I L v uI,',mlv _I ''Iv 0_ 'Ia J I P P p P P p P p P I P I P I P I P I P I P I P P P P I P I P P P P P P P P P I p REQ. GUEST PARKING -31 _ __ __ _ ]]00]] p p _ _ P / P P_ BLOCK 1 _ __ __ _ 0�0000 / I 1---- I 0000�0 -- - - � 000000--- - 2 COVERED TOTAL REQUIRED 679 WITH 31 TOTAL SPACES PROVIDE-693 _ I I P I P O TOTAL COVERED PROVIDED: 39x8 = 312 I P I P}PIP}PiP}PiP}P� P P �P}PiP}PIP}PIP}P PlPIPllPIPllPIP11P�j P P PlPIPlPIPlPIP1P I I I P+PIP1PIP1PIP1P P P P1 Pl P1 Pl P1 Pl P P � _ I f T J1 T T T T rl� � ' plPIP�PIPTPIP{P P P P{P{P{P{P{P{P P T T T T T T T T T -ram-t-rrt-r r-rr-r-I-r-r r-rr-t-rr-r rt_r_i_t_i_rt_r rt_r_i_t_i_r_rJi I 7-rr-r-rr-rJi I v 14140 sfI 14140 sf P_ I I _-P (N I HANDICAP SPACES- 14 (14 REQUIRED) P II 1 1 -J - - 23s' _ - - - - - 2-- - - - '� - _ _ 238' _ - - - - - - - - - _ 2 REI�AIL/OFFICE REI�AIL/OFFICE P-� --P - -- I w- I P P I I�W. SILVER RIVER DR W. SEV_l RIVER DR sr ST - 17 s8o sf - _-___--__ w NO'29'0 COFEE� SHOP _ 11-3C-6G BICYCLE PARKING 1 BICYCLE SPACE PER 25 ��t _ --P 7500 SE / I� I pIPIpIPIpIPIPIpIPIplPl pl plp pl , lPlPlplPIpI ` P I p p p PIPIPIP /'III PIPIPIPIPIPIPIPIPIPIP PIPIPIPIPIPIPIPIPIPIP PIPIPIPIPIPIPIPIPIP PIp1p1p1p1p1p1p1p1p1pI PIPIPIPIPIPIPIPIPIPIP PIPIPIPIPIPIPIPIPIPIP ���� 412.59 v _____ - ��� INLNZVV STOREFRONT O I CAR SPACE _ • - wvv ---- -- _----' � I ' I 679/25 =27.16 28 REQUIRED BICYCLE SPACES ---- 'N � 021 O I' BIKE PARKING PROVIDED: 30 SPACES I _ ----------- / N -- W. RAMBLIN DR - Cs _ 1 vvvvvvvve, a I^ - - - - - - � \ ' `V C8 313' - - - - - - O I 17 18 4 3 32 2 2 4 3 ''------------------ _``` / _- -a -✓ I 2s' �� I -- AIf2 • �'dR" C9 B 1 I cs - . 92.. T., 628.E1g vv W 1 I 3' m I Q I ® 0 " ©.- �7 ® �g 10 11 1 I Q j ``_ e� ' z ,517 sf 640 3,520 sf ,520 sf ,640 ,640 p 3,520 s ,520 s ,640 ,520 Sf f W ' / I Z o I IZ I BL OCK 4 , I U) 1 J n — - - — — , WEST ADA SCHOOL PARCEL B C Y I 4' 3 ' 32' 2' 124-T, 3 I O Z ZI I w a V o 95' 149.80' 445.11' I i I w o N89'17'56"W ii ' I z NOTES 415.79' "' I \�__IN8917'56"W ' I ' 860.18' 1. MERIDIAN CITY WATER AND SEWER SERVICE SHALL BE EXTENDED TO ALL LOTS. 1 I I ZONE RUT j I IM 2. THE SUBJECT PROPERTY DOES NOT FALL WITHIN A FEMA FLOOD HAZARD ZONE. REFERENCE FIRM PANEL I I ZONE RUT i I IN 16001CO140J REVISED JUNE 19, 2020. I j I Iw LEGEND 300,637 sf i o 3. ALL LOTS SHALL HAVE A PERMANENT EASEMENT FOR PUBLIC UTILITIES, STREET LIGHTS, IRRIGATION AND LOT I M I , y.. I rn DRAINAGE OVER THE 10 (TEN) FEET ADJACENT TO ANY PUBLIC STREET. ALL LOTS SHALL HAVE A PERMANENT BOUNDARY --- -- --- I I i 1 C, o EASEMENT FOR PUBLIC UTILITIES, IRRIGATION AND LOT DRAINAGE OVER THE 10 (TEN) FEET ADJACENT TO THE LOT LINESIz REAR LOT LINE. EXCEPT AS OTHERWISE SHOWN, THERE SHALL BE A 5 (FIVE) FOOT PUBLIC UTILTY, IRRIGATION ROAD CENTERLINE AND LOT DRAINAGE EASEMENT ADJACENT TO ANY LOT LINE NOT ADJACENT TO A PUBLIC STREET. RIGHT OF WAY LOT NUMBER ( I i o r 4. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE APPLICABLE STANDARDS OF THE CITY BLOCK NUMBER BLOCK 7 I I OF MERIDIAN AT THE TIME OF ISSUANCE OF THE BUILDING PERMIT. Z EASEMENT i i 5. THE DEVELOPER SHALL PROVIDE PRESSURIZED IRRIGATION WATER TO EACH LOT. ALL LOTS IN THIS SUBDIVISION SETBACK I I i I �I WILL BE SUBJECT TO ASSESSMENTS OF THE SETTLERS IRRIGATION DISTRICT. CURB GUTTER & SW �J•J STREET NAME W. ASHTON DR. 6. STORM DRAINAGE SHALL BE RETAINED ON SITE THROUGH SURFACE DRAINAGE PONDS AND SUBSURFACE HANDICAP RAMP INFILTRATION FACILITIES AS APPROVED BY ACHD. I \ I I SEWER LINE s s 0 `� � I i n 7. COMMON LOTS ARE TO BE OWNED AND MAINTAINED BY THE SUBDIVISION HOMEOWNERS ASSOCIATION OR IT'S WATER LINE "" "" "" " IN �w ♦ `� i I� I L.L NO 29 02 E IN ASSIGNS. COMMON LOTS WITHIN THE SUBDIVISION ARE: LOTS 3, 4, 5, 7 & 9 OF BLOCK 1, LOT 1 OF BLOCK 2, STORM DRAIN LINE �a 523.13' �`♦ o LOTS 1 & 12 OF BLOCK 3. PRESSURE IRRIGATION P P \ `� i ILO O GRAVITY IRRIGATION , � �` BLOCK 4 I I I 8. EXISTING STRUCTURES, EXCEPT AS NOTED, WILL BE REMOVED PRIOR TO DEVELOPMENT OF THE PHASE FLOW ARROW \ �� ID I J CONTAINING THE STRUCTURE. EXISTING WELLS TO BE CAPPED & ABANDONED PER IDWR SPECIFICATIONS. � �_ o I FIRE HYDRANT I moo. -� ti i �I W CATCH BASIN I BLOCK 5 v 1 1.1.1 � I \� I I I OWNERS STOP SIGN , COREY BARTON EXISTING WATER WELL 0 I \�2 - _ - 233' _ - - i I Mw OPEN DOOR RENTALS LLC FOUND ALUM. CAP W 1977 E OVERLAND ROAD ZONING MONUMENT MERIDIAN, ID 83642 EXISTING- RUT 233' FOUND BRASS CAP I I I Q PROPOSED- R-40, R-15, R8&C-G MONUMENT csi BLOCK 4 BLAKE MAYES I I 1 1420 W WASHINGTON ST SEWAGE DISPOSAL INFILL LOTS BOISE, ID 83702 I 0 I I I MERIDIAN CITY SEWER I 54,540 sf o DEVELOPER TRILOGY DEVELOPMENT, INC. WATER SUPPLY 9839 W CABLE CAR ST MERIDIAN CITY WATER 125,944 sf I BOISE, ID 83709 O/ CITY S89'30' 6"E ENGINEER ' I� I i I 33.00 O MERIDIAN CITY DAVID A. BAILEY, P.E. BAILEY ENGINEERING, INC. SCHOOL DISTRICT 415.07' 527' �0 ��� 425.06' 232' I 1119 E. STATE ST., SUITE 210 EAGLE, ID 83616 WEST ADA 0 �I 210' 354' 330' 1 LARRY LANE SURVEYOR FIRE DISTRICT � � I IDAHO SURVEY GROUP, LLC MERIDIAN 9955, W. EMERALD ST. BOISE, IDAHO 83704 i jl (208)846-8570 IRRIGATION DISTRICT 0) DATE: of SETTLER'S IRRIGATION DISTRICT I 2024-05-29 PLANNER/CONTACT PROJECT: C2020-009 DAVID A. BAILEY, P.E. 60 0 30 60 1 20 SHEET BAILEY ENGINEERING, INC. 1119 E. STATE ST., SUITE 210 EAGLE, ID 83616 SCALE IN FEET rpp 1"=60' PRELIMINARY PLAT TABLES FOR I_ M =V R 0 00 2 Curve Table ROW LINE E BLAYDEN SUBDIVISION ,a,o Cj Is 38' J (6 Curve # Radius Length Chord Bearing Delta 15' LOCATED IN THE NE 1/4 OF •i z ui 3 c1 100.00 19.76 19.73 s05•00'15"E 11.19'25" SECTION 28 T.4N., R.1W., B.M. Z C2 80.00 125.66 113.14 S45'42'04"W 90'00'00" 10' 2' 7' 13' no of 3' VARIES CUT LINE VARIES MERIDIAN, ADA COUNTY, IDAHO Z Parcel Table C3 100.00 54.17 53.51 N16'00'06"E 31'02'03" 1.75% GRAVEL 2023 t 0.25% 6' 8' SHOULDER MIN. 2 FEET CUT a C5 300.00 160.90 158.98 N74'31'16"W 30'43'45" y VARIES OF EXISTING EDGE (� Lot Area Perimeter Type j�//�//�//� /�/�/�/�/�/�/� 2�_0» -- 2% EXISTING 2% OF PAVEMENT Z_ �,�A/�A/i���� A,�A,V�iV�/�A�jA�V�V�\ 3.• Uj C6 300.00 248.39 241.36 N82'52'35"W 4T26'22" /%� ��V��V�V M w BLOCK 1 Lot 1 128275 1761 RETAIL OFFICE C7 300.00 90.57 90.22 S82'03'09"W 17*17'50" 4" OF -3/4" BASE /��/jam/jam%�/j /jam W Q SOD ���//��V�� \ \ \ Q� W Z w BLOCK 1 Lot 2 17680 599 COFFEE SHOP C8 180.00 66.22 65.85 S80'09'41"W 21'04'47" 10' WIDE 5" THICK CONCRETE �A \�/,� ��, 3" ASPHALT PAVEMENT SIDEWALK W/ V-0" MIN FLAT SP-3, 1/2" MIX, 64-28 (D U) v BLOCK 1 Lot 3 26764 1407 PARKING & DRIVE C9 180.00 73.36 72.85 N78'55'42"E 23'21'04" LANDING EITHER SIDE SIDEWALK SOD SIDE SLOPE 4" -3/4" AGGREGATE BASE Z 0 m ELEVATION TO MATCH ROAD ONLY (THIS SIDE), 14" -6" PIT RUN W 00 00 C10 100.00 19.84 19.81 SO4'58'57"E 11'22'02" CENTERLINE DO NOT COVER SAND 2' EXTEND 3" MINUS AND J m - BLOCK 1 Lot 4 OPEN 13817 518 PLAZA PHASE 1 a MATCH EXISTING BLACK CAT WINDOW PITRUN 6" PAST CURB. RD STRUCTURAL SECTION IF z w C11 100.00 78.62 76.61 S21'49'22"E 45'02'51" 2'x3' SAND WINDOW WHERE SPECIFIED (TYP.) LARGER THAN SPECIFIED ' v 0 BLOCK 1 Lot 5 OPEN 2253 230 LS BUFFER 6" OF 3/4" 2 1/2" ASPHALT V v m C12 100.00 78.62 76.61 S66'52'13"E 45'02'51" ALONG FRONTAGE PER ACHD DETAIL 8. MINUS SHOULDER BLOCK 1 Lot 6 10263 408 OFFICE (INFILTRATION WINDOW TO EXTEND A 4" OF 3/4" MINUS CRUSHED C13 50.00 78.54 70.71 S44'23'38"E 90'00'00" MIN. OF 1' INTO FREE DRAINING GRAVEL SIDE SLOPES AGGREGATE MATERIAL) ONLY (THIS SIDE), BLOCK 1 Lot 7 OPEN 2388 241 LS BUFFER C14 55.00 76.02 70.11 N88'58'34"E 79*11'24" DO NOT COVER SAND 12" OF 6 TONAL F " MINUS PIT RUN (PARKING) SS NCz BLOCK 1 Lot 8 14755 500 OFFICE C15 76.50 14.71 14.68 N04'48'22"W 11'00'52" BORROW DITCH: WINDOW �/��/� p�� �C�\STFR� �'F STORAGE VOLUME 14 CU.FT./LF PARKING LOT o o a� Q- 10 �� c17 155.00 13.80 13.80 S88.09'01"W 5.06'07" TYPICAL SECTION BLOCK 1 Lot 10 564155 3308 APARTMENTS C16 205.00 83.85 83.27 S78'58'15"W 23'26'09" SAND INFILTRATION RATE 8 IN/HR BLACK CAT WIDENING N N�_� BLOCK 1: Lot 9: COMMON 45233 2655 CHINDEN BUFFER SECTION � _z_C18 155.00 10.70 10.70 S83'37'17"W 3*57-21 NOT TO SCALE �T OP BLOCK 2 Lot 1 OPEN 12362 477 PARK NOT TO SCALE p� F of \��. C19 123.50 34.09 33.98 S07'12'26"E 15'49'00" V/D A.8 P BLOCK 3 Lot 1 OPEN 1739 240 BUFFER C20 155.00 63.39 62.95 N78'58'09"E 23*25'56" BLOCK 3 Lot 2 3517 283 TOWNHOME C21 205.00 83.90 83.31 N78'58'37"E 23'26'54" DAVI CHECKED BY Y:P.E. BLOCK 3 Lot 3 2640 268 TOWNHOME C22 13.00 6.87 6.79 N75'33'53"E 30*16'22" P/L /P L DRAWN BY: / 50'-0" BLOCK 3 Lot 4 3520 284 TOWNHOME C23 31.00 12.29 12.21 N71'47'14"E 22'43'03" BLOCK 3 Lot 5 3520 284 TOWNHOME C24 78.00 20.57 20.51 S89'17'56"E 15'06'37" 7'-0" 36'-0" 7'-0" C25 31.00 12.29 12.21 S70'23'06"E 22'43'03" BLOCK 3 Lot 6 2640 268 TOWNHOME '-0"5'-0' 18'-0" 18'-0" 5'-0" '-o, C26 13.00 6.87 6.79 S74'09'45"E 30*16'22" BLOCK 3 Lot 7 2640 268 TOWNHOME C27 275.00 83.02 82.71 N82'03'09"E 17*17'50" 16'-0" 16'-0" SLOPE SIDEWALK 1.75% t BLOCK 3 Lot 8 3520 284 TOWNHOME C28 325.00 269.09 261.47 S82'52'35"E 47'26'22" 0.25% PER ACHD SD 709 SLOPE 2.00% SLOPE 2.00% VARIES 26-32' TYPICAL BUILDING BLOCK 3 Lot 9 3520 284 TOWNHOME C29 275.00 83.94 83.62 S67'54'04"E 17'29'21" r TYPICAL BUILDING BLOCK 3 Lot 10 2640 268 TOWNHOME C30 43.00 24.13 23.82 N87'16'33"E 32'09'26" C31 34.00 14.42 14.32 N83'21'00"E 24*18'20" BLOCK 3 Lot 11 3520 284 TOWNHOME 4" - 3/4" MINUS � 5" THICK CONCRETE C32 266.00 25.02 25.01 S87'11'30"E 5'23'18" CRUSHED GRAVEL SIDEWALK (TYP.) BLOCK 3 Lot 12 OPEN 1481 235 BUFFER C33 55.00 89.52 79.96 SO4'47'56"E 93'15'36" 2 1 2" ASPHALT 4" - 3/4" MINUS CRUSHED / 2" CLEAN DRAIN ROCK BLOCK 4 Lot 1 300637 2174 FUTURE COMMERCIAL PAVEMENT: SP-3 GRAVEL (COMPACTION REQUIRED) C34 334.00 31.41 31.40 N87'11'30"W 5'2318 0.50 INCH (1/2") EXTEND GRAVEL AND PIT C-33 SAND FILTER PERVIOUS CONCRETE �> MIX, PG 58-28 RUN 6" PAST CURB. (TYP.) SIDEWALK PATHWAY BLOCK 4 Lot 2 54540 937 FUTURE SFR C35 34.00 18.55 18.32 N68'5212 W 31.1517 ' STANDARD ROLLED PERVIOUS CONCRETE PERVIOUS PAVERS MAY BE BLOCK 5 Lot 1 125944 2018 FUTURE SFR C36 43.00 18.78 18.63 N65'45'14"W 25'01 20 50 RIGHT-OF-WAY CURB & GUTTER (TYP.) AS PER WALKWAY BETWEEN USED AS SUBSTITUTION C37 325.00 108.39 107.89 N68'42'39"W 19'06'30" TYPICAL STREET SECTION ACHD SD 702 FOR PAVERS DEPENDENT , „ " NOT TO SCALE 13" - 6" MINUS PIT RUN BUILDINGS TYPICAL SECTION ON COST & AESTHETICS C38 275.00 227.69 221.24 N82'52 35 W 47'26 22 NOT TO SCALE C39 325.00 98.11 97.74 S82'03'09"W 17*17'50" C40 13.00 6.87 6.79 S75'33'53"W 30.16'22" C41 31.00 12.29 12.21 S71'47'14"W 22'43'03" C42 78.00 20.57 20.51 N89'17'56"W 15'06'37" C43 31.00 12.29 12.21 N70'23'06"W 22'43'03" P/L P/L 47'-0" WIDTH PER PLAN C44 50.00 24.50 24.25 N14'44'14"E 28'04'21" C45 67.00 72.42 68.94 N59'44'14"E 61'55'39" 7'-0" 33'-0" 7'-0" TOOLED JOINT 1" BATTER 2'-0" _ 16'-6" 16'-6" 5'_0" 2'-0" C46 15.00 17.99 16.93 N56'20'11"E 68'43'46" in 1.75% f.25% SLOPE 00 1.75% 2'-0» 2'-o" C47 15.00 1.13 1.13 N19'48'31"E 4*19'33" f 0.25% 14'-6" 14'-6" 1.75% 4e x x C48 93.00 115.54 108.25 N53'14'14"E 71*10'59" t 0.25% x x x v x x� x x x °x x x �x x x x x x xp x x xv xx x x x �xxx x xxx x 2% 2% p08 x o�x x x xx x x x *xx xx x x x x xx xx v xw x xx v x x ASPHALT PAVEMENT 08 �°°°9°°A°°�°°A°�°°� ��' �,� x SLOPE PER PLAN C49 15.00 23.11 20.89 N44'41'24"E 88'16'39" x xx %. xx x 4" OF -3/4" BASE 4" OF -3/4" BASE �� xx x fS C50 13.00 6.87 6.79 N74'09'45"W 30*16'22" ' x x x x 4' WIDE 5" THICK 74' WIDE 5" THICK CONCRETE SIDEWALK STANDARD 2" OF 3 4" MINUS x C51 76.50 60.40 58.85 S21'43'36"E 45'14'18" 2Y2" ASPHALT PAVEMENT CONCRETE SIDEWALK (PER CRUSHED GRAVEL x x x (PER ISPWC SD 709) ROLLED CURB & ISPWC SD 709) x C52 76.66 60.14 58.61 S66'52'13"E 44'56'45" 6" -3/4" AGGREGATE BASE UNDER CURB 4" -3/4" AGGREGATE BASE GUTTER (TYP) 12" -6" PIT RUN AS PER NAMPA C53 123.50 97.10 94.62 N21.49'22"W 45'02'51 ISPWC SD-702 SOD THICKENED EDGE SIDEWALK DETAIL C61 26.50 41.63 37.48 N44'23'38"W 90'00'00" 47' RIGHT-OF-WAY -N TS- C63 1 123.50 97.10 94.62 N66'52'13"W 4570251" TYPICAL STREET SECTION NOT TO SCALE z 0 a U N EX o CROWN= 0 � f 100' ROW L o EX EP EP 35'- 0" W p 0:: z VARIES VARIES VARIES VARIES VARIES 7' GRAVEL Z U SHOULDER t4' MPX Z SECTION 1 1-3H-4-2-D2 e EXISTING CHINDEN BLVD SECTION 10' WIDE EXISTING SIDEWALK THE TOP OF BERM OR BERM AND WALL COMBINATION SHALL BE A MINIMUM OF 10' HIGHER THAN ELEVATION AT L CENTERLINE STATE HIGHWAY e r G°NGR��N�RPNG�� Z �v_\ F�°off o GRADED AWAY SIX FROM STRUCTURE TOWARDS PARKING/ SIDEWALK TYPICAL CHINDEN BLVD SECTION WITH E BETWEENN SIDEWALK LANDSCAPE BERM BETW & STRUCTURE P NOT TO SCALE 0 J PARKING AREA GRADED AWAY FROM STRUCTURE GRADING DETAIL ONLY ,,�, TOWARDS PARKING - SUBSURFACE N FOUNDATION FOR SIDEWALK REFERENCE ONLY > > EASEMENT ROW ROW EASEMENT I W 2'-0" 1'-roll7'-0" 36'-0" 7'-0" -0" 2'-0" 10'-0" 10'-0" Z18'-0" 18'-0" W 16'-0" 16'-0" FINISHED FLOOR SIDEWALK WIDTH ELEVATION r f- FLAT" MIN AS NOTED 3'-0" TYP `./ SLOPE 2.00% SLOPE 2.00% --- FLAT LANDING e 0 PARKING AREA SLOPE SIDEWALK 1.75% f `I -E-6" MIN CONCRETE REVEAL W/ 4" - 3/4" MINUS 0.25% PER ACHD SD 709 J CRUSHED GRAVEL EXTEND GRAVEL AND PIT x� CUT-OUTS AT ENTRANCE(S) RUN 6" PAST CURB. (TYP.) 2 1/2" ASPHALT SIDEWALK /BUILDING ELEVATION RELATIONSHIP PAVEMENT: SP INCH STANDARD ROLLED / (1/2") MIX, PGG 58-28 CURB & GUTTER (TYP.) AS PER -NOT TO SCALE- ACHD SD 702 13" - 6" MINUS PIT RUN RAMBLIN DR DATE: 50' RIGHT-OF-WAY 05-29-2024 DETACHED SIDEWALK SECTION 60 0 30 60 120 P 020-009 NOT TO SCALE SCALE IN FEET SHEET 1" = 60' _M O � PRELIMINARY ENGINEERING PLAN FOR = c BLAYDEN SUBDIVISION ._ � Pco r. Z LOCATED IN THE NE 1/4 OF Z SECTION 28 T.4N., R.1E., B.M. LuNr- M-1 ZONE C-C MERIDIAN, ADA COUNTY, IDAHO a I � 2024 � � cs W Z - - - - Z - - I Q CHINDEN BLVD. 4) W = z I Y I I II -Cc Z o W -j mg _EP _ \ �P FQ _ _ _ EP EP EP _ EP N d� 04 — — — — P -- — P = — --EP_— \— �i -- _— — — --___ --_ - -_- -=_ --�- _ - _— — — — — — — — J --- -- -- --____ — — — — — — — — — — - - �+-- --- --------== — — — — _ _ — - — — — — — u I- ------ / I � c I G G G G ---- --- --- ---- --- -- -- L _ ---- ---------- -I O��c. G\STE,Q _ -I_ - JI _ -- -- - I { - - - - - - - - - - - - ----------------------------------------- --} y j j j j j / j j I j 1 j y 1 ji I hh j 1 j j j j j 1 1 1 1 j ------------------------------------� �!J1� 10 ZONE RUT I P P P�P P A P P P P P P P P P�P PTP P P P P P p P p l P I P P I P I P I P P I P I P P I p P l p IPTP p P p I P PIP p P I p P P P p P P P P ' P P -P-T P P p P PIP P PTP PTP P P P P I P P P PTP PTP PTP P P I P 1 III �I �I L �I �I rt --�_I_rt �_ rt- -�_t rrt-��I rt r l-t- rt-r - ILrt_r_�_t _r I I -r-t--I-t r-t-� rt-r--t-r-F-r -r-r-I-t-rrt-t- Is �-P-11 ------------�-- -- -- -- ------ ----------- --- --- - ------ .W FIAMOOD — a ------------------�------ ------ I n/ 7 \ P 8 — - w ---- -----------r------ o / I ' V / f I PART \ Tic O F \O . I ------------- ----------- ----, --------- _ _ If LMOOD D _ _ _ - o f I I I I I I I I I �\ q� p Irr ii �-Ip-�- � I��-+ -- +- 1 -- -------------- ------------ D A. BSSMH F1 O yI `I i p Imp yI yIP 1 I 1 ` � EGRI I I I I �1 PP Iy P+P Iy P ��P 11 P P II P�Iy PP1PP 1P�P Iy�P r�lI r �p-�P p-Iy�� Iy��I P P�PPIyPPIyPPI`�PI r II -�- ------PpPPPPpPpP T I—T p IPTP PIP PTP P P IPTP PIP P T P I P I v i II i ' i i i i �r I i` T i i i i i _.J I J p ---------- I I I I I I 1 rrr P I/ - - - - - - - I - - - - -_ - - I -P � I � x 1 ��ry n o �.� P I _�P P V �.� �� p �k� — P 3 __ CHECKED BY: 2 1 li P I n -- P 100[J[JD ---- - 0 1 r i i i i i ZOtJE UT O \ I I \ p 0 40 i I / P o- � � i— 1 �� I P ' I I I I I I I I m DAVID A. BAILEY P.E. _ _ o oo I I o 1>o o �I I I I I I 1 DRAWN BY: � � P � � � I P �1 � _ IP � - I �$ H1- s I I I P I ` -fiIt' =�P 7i ' fl PLC 2, — I DAB/DES _ f 042 11 1201 I_ T P I o " - oI - I - o I P I - IP I � J -P P_15 s �_ _ 0 IBA CK CAT RD ' ,.+. -- I -1- m1 8 1 I p o P - -P P _ �P P T� I 1 f II P I P P �l 3 p v I I N �� o „ __ \ ^ I 17 5 1_ I I I l P l P r I w ------- -- --- --------------- ETTQ N C R A C A SSMH F9 I I I I �- I0 1 p I �p I P --�P o pro �8 a-- --r - - H 1 I 7 1 � --� -� tip I p I o(m o P I r-- - - _ - - -- - _ 1 1 - - - - - - I -P a a I i t - 7 0 ��P m r /// yl� ;I>o I 16 6 I -----r------ SSMH F8 Pi I 11 3 P i� I ALL o ��4 �I III I 1 CJ L I 1 LJI L� 101 I- � I f�l 1 P �L 1 3 ) N 1 CD1 IF oa 2 00 Is _4- -�- I I I I t P P -Ij P 1 P 1 1 I ' \ --- 1 _1 P I I P Q O A i le =IP Y� I I ry.;" I P P 1 -p OFF IC REI�A /OFFICE REI�AIL OFFICE --_-----_-----_-----_-----_-�� n r 1 p - 1 �I ® I -1 P ® I� 604 I I I 14140 sfl J a r t� t o minp pr o �, P I I P O Qy p O �d�. ...pro 0 1 l P o p� �q o __} ------ ---- I I 1 1 / I /---------- ----- 1 IP f P pJ� �p p_i 3 �P� I �p P Q -�P 1 ply �p m I P I P d �p P 15 - - I 1 I I 1 1 =------7- — �, --J ' I �- -- _ I I P r 1 I I � / I I I ZONE L P IP I �- I y-- b \ -I - _P� � P � I�-�-- I - - d�' P --� � P I P I O ��pp ��qq O P �--_I I - - ^^ L1 1 J \ o I p 1. rP o 0 4H fLp - J P P -- P I Q P I -- -�- Ip P P t - 1 \ _ ., O 1 SSMH F7 I �I \ I P �. � — L- O m O P I P ' P 16 o 'p -t I P 1 P T --{- SSMH F6I 1 1 o �^ o P I 1 P oo — 1 -�P - P I , O I o __ o ,• o P I _ I - - - - - - - - P I I I \I 1 ' ��pp i-rP P; H -�P-�-�-} olio P I 1-P p� � o _P 1 �� - -/P ' I I w II - - - i — 3 3 P 1 P 0 76 sf 276 sf I 1 -� p I S U B D V S C I hh hh n e o P1 N N 14140 sfj 14140 sfj - - i I �TrITTI I) �1� a P J 1 1 p I �I��� I-P n P P P ■ P T 1 I P -- ��� ILyOFFICE RETAILyOFFICE RE1jAIL/OFFICE RE1jAIL/OFFICE i 1 3-I P p JlIJ1 �y I O r; P , I p m O I O P I - p O I O=1 _ - j/"� p o f I"o I p 4 O ��Iri v rP _____-_____ I I \ _ I I I O Z. Y -- o P 3 I P o o P t -I---- \ . -- -- -�� m - I -L- 7500 SF I P --A I I P Tip ICI n y - O o _~ o o - "�"� - 7 T �� rP� T r°� i� , T i�� T-i 7 i P7 T-- - 4 0 -i P _STOREFRONT II I � g T� e a � a �� a P a p I p 7 �1I -_--- �L `� � 3 P 2 2 � .9 P - p 1 P I p II I 3 P I I p l 3 1p P I p P _P J I P/ P it b -I- P-- 6 - I _ / IW W IWI IwL W IwI I _ I I t-- -- I p t P 3 I f i P P I p 1 -P - P-_ P r P p - - / /o I 3-�P ------ I -- P I p� --�i - - L "- �p I- I P I = + Co I - P - - �& -Alp b - -rP T I r 1 i P 00 01. O P I I��' 0 10 0 0 -d r 1 p -I- P-- I I s t � -�- `� I -L- �_ I I I I I I I I I I I I 1 �0 I I L 1 �' I O� �O -I P P 'F' I fi/// r� �' ///i 3 P IP1P1P1P1P P1PIPIPIPIPI 00 SSMH F5 -- — — — — — — — — _ 00 00 ,� I—P-- _ — SMH B2 I I II I _ l 4 0 000 I _ P s l- - � 0 ID 0 0� =1 9 -�- w PlP PlP PlP p P P P I P1P P1P P1P P1P P{PIP{PIP{PIP{PIP P P{ S P P P P P P P P P PI P P P P P P I P+P P P P P P P IP P P1P1P1P1P1 P1P / ® O I P � I I T T T T J L T T T T F Tay -- I �I I + { { T T T T T T P I I 1 1 \ N I �I I �_ � �' ICI JI � I I 1 _ I �L / � I I 3-�- R lll"""SSSt" - - t� �-r7-tom- - r - I 11 I I P -w w w w SSMH - r _ - - - - - - - w - - - $MH D1 I / SPA E OUTDOOR 14 40 sfI i p ----------- \---------- O - w w E1iAIL OFFICE �T REIAIL/OFFICE -�- .� o w I w w w w w w w _ _ __ s, 1vIH A SSM I A3 I 3 0 —I P -S -I -R�I�E -BRA- 91L---------------------- COFFEE SHOP 1 I �P ----------- -I _I- �I _ I �-f ��_� __ ___ I o / `C' — — ------- — — SMH B1 7500 SF P P P�P PAP�P�PTP PAP�P�- - - � I � - - - - --� i N I Y � r � I P P P P P P P P P P P P p p p p p p p p p�p F p p p p p p p p p ",-55MH F4 EmII _ -_- I I �� '-� � �� I - STOREFRONT I� 300 I � --________� I I I I I 8- _. - - _ GP _. - �� d w w_o_00_�w \ w-�_w w ry I -/�- S A2 i �I I I o I 0 0 o 0 0 - ----- -- - - - ____ _ _---_- -- _ �, N pR 3300' � ,� SS H 5 � w O n O O ^ W W W 10— w — ~ �" �I II ■ /I ` D� O I II o M O - - �O - - 6 - - _ - - - - - - - - - I -IOW. R "Q N M � 1 A ----------------------------- -------------------- ---------------------------------------------------= oo' I II� I ------------------------ -------------------------------- --------------------------------- ---------------------- SO428131200 � I o ' 312 II I d3 s w 1 SSMH Al ZONE R-8 W C H N D E N B L V D IIIII — O�'�K \ IIII — - - - - - - - - /- - BLOC C ' 2 BLOCK I I 1 WEST ADA SCHOOL H O O L \ I • PI PI PI— PI PI PI PI I — — i PI--/—PI PI PI PI �R— PI Pi PI ———_�G�2 I—- 3 J I I DISTRICT \ BII 3 - - — _ — - - - / — --- - 0 _ _ EGR \ IIIII IIII � � � - - - - - - _ -- - -- --- ==- ----=--------- - - --- =-��I_ ■1� =-�_= --- _ _� - - - - - - - - - - - - - _ - _ - - -- _ I --------------- --1-- _ _ - -----------�--- ==_==—=== =1� 1--- --------------------- = -- -_- ---------- ___=_— — _ III \ -�- I _ \ ------ 253gr\ ' I III I R A M B 0uj /�vvv / - - � illl � I � � — I v Illllllp � I � — _ v � v — —�_ i COMPTONS / — � II; I — _ — Ilhl — _ _ - I SSMH 15 \ �41 I I — \ I '\ \ I I SUBDIVISION W 0 tDRSkON NO. 2 \ ill l I � � �� I I \I w O w 4 0 IIIIII 1 I I I ' vAI I ZONE RUT N o - - MIDBOX v III v v I I �s / I > — I ZON� UT \ I I OFFICE PAI�K I w ZONE RUT II �, I ZON RUT \ / I I � z R1527510060 II I R15275100i40 \\ Ililpll i R152\75100201 T I N 5120 W. LARRY LN I JOOO W �ARIIRYLN jllljl I 6045 N BLA-C AID -Rt— IIII I • a1 rN DOOR RENTALS 411 I I NEUKOM MATTHEW A f I ;;III I OPEN DOOR RENTALS III! hI L_L_C \\ I IIIIIIII I I L_LC I I III I tllll I I IIII 3 0 i 1 IIII I III I F / 1 / IIIIIIII I � , / I IIIII 1 1 wI I I I III i a i / � IiIIII'i i t � � I II II � II i to -- - - - - - - - / \ ' IIII T - - - - - - - - - - - - IIh ; � - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' l W VI IIIII I I IIII II � I 0 - - - - - - - - - - - - LEI- -i- - - - - - - - - N W Ii - - - - - - - - - - - - - - - - - - II - - i I aI SSMH 14 ` I III I I OFFICE PARK ��_____�_ I ZONE e e a� OFFICE RK ��I 1 I 11 W T��� I II� 1 J - I\ �- ---- ,-` \i II Y/ I I al II o \`` _, I IIIIIII I\ \ 1_Il_ _ II �1V �� \ � SSMH 12 — — IF � /l I (i(nII�I III � IIIII - \a \ W w W W W W EGR I I I V I N a I W 0 I I � - - � \ O I I R1527510060 / - -�- - _ _� o I 111111I 5120 W CARRY LN / �Mw' I3 +�s I ✓_1� / --_I�\ �� 1 99 7 o ;I� I111 IIII I N UK M MA H W A I r-- \ o� IIIIII II I�IIIIIIII Ni I 11 I I I L--- � � � �11 I 1 II� I IIII / I I � ✓ h III I I \ - - - I II I I I I / II ■ I 11 IIIIII \ 0 1 f I I I I1111 I II� W O W - - , IIIIIII I II — L � I I SSMH J2 N Q Fq > > /IIIIII / � z rz O_ ---------------- 1---j II I� ------ _ - - ' I \ I m c� ------ --------- ------ _ _ _ — —wEP o W EP w — — W / E�W — — — W FP w ` F_P w FP w — — — — — _ FP G \ m m 60 0 30 60 120 I - - o o _ *a— w \ I 0 w I - g-I--: +s s-i�-S $�--$ - ->�- -$ —+-s da H E + LINEI � \ d 1_ d3 _ I SCALE IN FEET -��d� - - - - - - - - ---- - - - - - - d3 I 1 11 J R1527510080 SSMH J3 5025 W LARRY LN R1 52751 01 00 DATE: 05-24-2024 PROJECT: C2020-009 SHEET PRELIMINARY ENGINEERING = o M BLAYDEN SUBDIVISION Sao ac6 ( N � W Co ■� Z Q Z W Z rx w W Z W � Z w � v Y z 0M W ° `° SEWER LINE A PROFILE SEWER D NE B PROF LE ZW � C4Ln � t 2550 2550 2550 2550 w w EXIST SSMH w SSM A6 Z = 00 STA:2+00.00 3 z� zI NAL !� 00 00 RIM:2542.41 00 `� SS o "? STA:9+ 0.44 ao 00 00 cn r °0 00 �n C) n N INV IN: 521.10 8 W N ,� �� �sTF o2� RIM:25 7.97 � 0, � N M MN � N • N r`i r� NSSMH NQ » I� ri LO N M N �n ^ , c i N 0 O p� N ^ 0) N N U N N STA:3+6 .02 ; �I,�i I KMU IN IN:2524.83 8 N NMriC-4 coOr� N • � N NN Lo Lo QnM H cgCN � N � O06 .. INV OUT:2524.73 8E LCO � 0N � 00 � 0 Q � + = r) N . O + o + Lo FoF �� o � NLo NON M + Lo Q � Z Z ~ + � QQD IN N Z Z ~ mI� MN INV IN:2 23.22 8 N OqT Q � MNH Q MN =� - 0 2 � - - O � Q .. = 'tN - - O 2NN - 9 \ + � .. � + LoZ - .. .. N � � > .. .. ma > INV IN:2 23.22 8"W AID A. BP I� NZO 2cDN _ NH • >> N ~ � ZZZ NNO_ ZZ / N ~ � ZZZ NNE ? » � a > NN zz cncn _ _ _ / cncnER _ _ _ INV OUT2523.12 8 S Q- > ' (n ~ - 2540 2540 2540 CHECKED BY: 2540 �,� _ _ - - - - - -- -- --- DAVID A. BAILEY P.E. --- -- - --- - - - - ---- -- - --- - ---- -- -- --- - -- ----�\\ --- --- - -- --- - ------ - ---- - - - -- --- -- ---- DRAWN BY: - --- DAB/DES 2530 2530 2530 2530 2 LF 8' PVC 00.40 329 LF 8" PVC 00.40 234 LF C-C N-1---------- 913 LF 8" PVC 00.40% I g LF 8" PVC 00.40 ° 166 LF 8" PVC ®0.40% 7 LF C-C 113 LF 8" PVC 00.40% 62 LF 8" PVC 00.40% - T66 LF 8" PVC ®01W%LF 8' PVC ®0.40 ° 2520 (117 LF C- ) (66 LF C C) 2520 2520 (7 LF C-C) 111 LF C- ) 2520 13+00 12+00 1 1 +00 10+00 9+00 8+00 7+00 6+00 5+00 4+00 3+00 2+00 2+00 3+00 4+00 4+77 SEWER U NE C PROF LE SEWER LINE A PROFILE SEWER D NE D PROFILE SSMH D1 2550 25502550 2550 2550 STA:2+7s.14 2550 w w INV N:2525.23 8 N SSMH Alw 0 - 00 7,00 °° � INV N:2525.23 8 LJ N STA:14+38. 5 0' 00 � 00 c0 N cn w cn " w 00 z 00 INV UT:2525.13 8 S 00 RIM:2537. 3 co T- LO CO r N cD 00 00 00 SSMH A6 ,n c6 MPO ci ON0 M STA:9+80.44 SSMH A11 INV 0 T:2526.96 8 S 0) oN 0 N 00 LO 0 � �! ' � �! w RIM:2537.97 00 , SSMH B2 � N STA:15+0 .79 °° Q +M CN < N SS H D4 N Q + M Q + NH LON �(jN L� uiN N ri uO RIM:253 .91 � � M LO z M N N M N LO INV IN:2524.83 8 W �o� STA:3+67.02 N = � N 0 = ,N - O X: - °' 00c`0.i STA:4 23.90 00� � cv NI-r,: LO 0 N M RIM:2538.14 Q + IN IN:2527.42 8 N Q > Q » Q •• » o N c0 0)r� N 0 0") N INV IN:2524.83 8 N�� +L 00 » - z N - z z N z z + � RIM:2 37.20 +� Z + Z INV OUT:2524.73 8 E _ N INV IN:2523.22 8 N = - - - _ CD N 0 I V IN:2526.1 8 N a > > o O INV UT:2527.32 8 W cncn � cncnF _ _ (nN n04 = MN - 2540 2540 254C N _ > > `�~- 2540 2540n •• ••ZE 2540 N Z > IN ouT:2526.0 8'W _ _ z z N N INV OUT:2523.12 8"S N N _ - - - - - - - - -- -- � W W � N_ o > 0: z 2530 » � 2530 2530 F s Pv 2530 00.60% W U- 6 F 8" PVC Co. 2530 2530% J 198 F 8" PVC ® .60% - 0 Z 14 LF » LL _ " ° " PVC 00. I e (18 LF -C) 0 (45 LF -C) ° 58 LF PVC ®0.4 % (25 F C-C) 7 LF g„ PV 00.40% 72 LF 8" PVC 00.40% (62 LF C- ) (91 LF C-C) (76 LF C-C) L 27 LF 8" PVC 00.40% o r 2520 2520 25201 1 1 1 1 12520 ( 1 LF C-C) 5+251+00 4+00 3+00 2+00 18+50 18+00 17+00 16+00 15+00 14+00 13+00 252�265+00 5+00 4+00 3+00 2+00520 Z � o W Z SEWER LINE E PROFILE 0� w 2550 2550 W 0 SSMH F8 Z J STA:1 1+06.19 f n RIM:2534.4 - 1/ W z z w 00 N INV IN:253 .19 800N 00 co 00 00 00 z' cn INV OUT:25 0.09 8"S > 00 °r° � � � � 00 � SSMHF9 Z W 00 00N04 � NN N NLo ON co . STA: 1+31 .69 W 0 00 ,* c6 � N 2 C6Lo Ln Lnc`! q* Ncn � co0, N RIM: 534.40 Q OON OWN ? lL � N N N � uj � N � � NN INV N:2530.38 8 N � 0 � � LjNz0 = NZ Z ZO SSMH 4 �` LOz � +rn rnNH " I , I 2540L + ate » cn » » N - o� z0 2540 1� 2NNZ � wzz N Rz z zz RIM:2535. 8 N >> SSMH F6 � ma > » Rzz S A:9+93.93 cn � � » SSMH F10 cn � _ z INV I :2528.80 8 W N (n L.L N N E ��_ INV 0 T:2528.70 8"E IM:2535.00 STA:12+12.69 - / �J --_- ---- ----- INV IN:2 29.54 8 N RIM:2534.18 -- --- ---- - ---- - - - - - - - - - -- -INV-OUT' 8"S7 INV OUT:2530.87 8"S 7 0 0 Q � J 2530 ° 2530 J J IL 100 LF C-C LL . ° I 77 LF 8" PVC ®0.60% ° 139 LF C-C 7 L(81 LF C. C) HORIZONTAL SCALE OF 1" = 50' (305 1F C-C 212 LF 8" VC ®0.40% 21 LF 8" PVC @0.347c VERTICAL SCALE OF 1" = 5' Mir, ir _ (25 LF C-C) 78 LF 8" PVC 00.40% 50 0 25 50 100 DATE: L31 LF 8" PVC 00 40% (82 LF C-C) 03-12-2024 (35 L C-C) 26 LF 8" PVC 00.40% PROJECT: ( 0 LF C-C) SCALE IN FEET C2020-009 1"=50' SHEET 2520 2520 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 1 1 +00 121f�13 TP P - PRELIMINARY ENGINEERING = o M BLAYDEN SUBDIVISION Sao a � N � W c0 ■� Z Q SEWER LINE G PROE EE SEWER LINE H PROFILE °' Z � SEWER ENE E PROE EE 2550 2550 2550 2550 = z W cc lu z 2550 2550 W W 3 W a ? 00 W Z o N (Z U) Z W Z W 000 Z �00 Z00 Z Orri S ao 00 00 00 � W 0 00 0 00 00 00 0000 0000 000 0 � Do 04 r� to n `q J m - MNN 04 N N N — � � � DON M � cD � MNN N N � COInN � Oln 6 � � LoL � U) LL � pr� N N N LML � MN N N + LMZ � SSMH H2 � ca � � � �! emu') Lo.. C.� � m + � z z z + Nz z z = � :! _ 0 STA:4+51.69 = NNN NO = OONNO � N � Q � » 2540 + �, Z Z � + �, Z N 2540 254 >> > o' _ _ 254 » > STA:7 24.59 cn � _ (n � _ NN � Z Z Z SSMH 1 N (j EZ Z z INV IN:2529. 5 8 N � aER » > � QE » » N � z zz N� � zz �pNAL F STA:5+08. 3 INV OUT:252 .95 8 SW RIM:2 36.27 2540n TA:5+98.- 2540 ��co \ONA F "% RIM:2534. 8 7 ——— — — _ _ — — ——— — — — IN OUT:2530. 9 8"S o RF �` INV 0 T:2529.68 8 S - - - - - - - -- - - - - - --- — - - _ — - - - - - - - Q� N o ``3 RIM:2536.02 --- ———— ———— ——— — — ---- - - - — - --- --- - ----- ———— — --- INV OUT: 527.55 8"S N i I K� pgTF OF 7 �111D A. BPS 2530 —Li 2530 2530 2530 CHECKED BY: 273 LF -C) DAVID A. BAILEY P.E. 309 F C—C 212 LF C—C 4'�T36 LF 8" PVC0.40% 2530 2530 DRAWN BY: DAB/DES (4 LF C—C) a ° 7774 313 LF C-C Lot rea Perime er Type 81 LF 8" PI @0.40% (8 LF C-C) 2520 2520 2520 2520 2+00 3+00 4+00 5-EO09 2+00 3+00 4+00 5+00 6+00 7+09+25 2520 2520 2+00 3+00 4+00 5+00 5+98 SEWER E ICE PROFILE wN N000O0 Z ,!-!J: 255CTJ :�:�d 2550 V co Ld 0 � Lq 00 00 N N (o O Z 00 00 • Lo O cq W + � Z Oj004 00 04N gyp` cN cD ON � M 00 O 7N � p7 N H � > + � Z = N N O NLr) � O L0C-4 00 M co N O W N N Z 2 � N 0 — .. M 00 � 000U N CO >> 21� N — = � NZD 000LN 00 � NNE ZZ � a � > + No (�1H � � 0 N N Z (n ~ Z Z 2 N N Z 0 2 N 0 - - — (nH � » U) - - - -- - - - — - - - - - - - - - - - -- - -- — ^� � r NN � ZZ U) Lo Z 2540 2540 - --- - - - — —— ------- ---- --_--- 2530 2530 Z 0 0 k2l 0 U — U 58 LF C-C Ld w 0 o (322 LF C C) o 192 LF C-C w N a 2520T63FLEFC-7 2520 � Z U 2515 2515 LiU 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 144Ga 0 — 1 0 z L.rL _ e 0 SEWER E ICE J PROE EE � o W > z z 3 ao r� o 2550 _ 2550 �.J w L0 c�O Nco 00 L0 Z 04 0 0 Lo IN D O M N = N � N NH O00NLr) r, OON + LL � ZZO NpO � N Imo , L( 2 N — — O O N H O 0; N � Q�_ > > > � Z N M � Ld 0 (n ((1) E ZZ gam > O 2r- N0 (nLnFzz � > J (N (N iE Z 2540 — ____ _ 2540 Z W LEI Z 0 >- W 2530 2530 Q Z 0 pvc ° J 0 121 LF C-C) J 400 L C-C HORIZONTAL SCALE OF 1" = 50' 2520 2520 VERTICAL SCALE OF 1" = 5' 50 0 25 50 100 DATE: 05-24-2024 PROJECT: 2515 2515 SCALE IN FEET C2020-009 2+00 3+00 4+00 5+00 6+00 7+O-E+21 1"=50' SHEET EXISTING CONDITIONS , SURVEY FOR CIS oN ME BLAYDEN SUBDIVISION co 'R T W LOCATED IN THE NE 1/4 OF •i z SECTION 28 T.4N., R.1W., B.M. z MERIDIAN, ADA COUNTY, IDAHO = Z 2024 a IRRIGATION L ■ � z_ BOX ii� UJ TOP=2534.30' ::II W z 12"RCP(S)INV-2528.53' IRRIGATION BOX W :5 TOP-2537.24' z W 36"RCP SOUTH & WEST 9 W. CHINDEN BLVD. 8 - -- -- - - - ----- - ------------------------------------/%-�-\\------ ---r/=_ \ � \ /�---------- ---G - - - - - - - - - EP - - - - - rtI------------- -- -------------- ------ -=- -_----===- =- - -=_ = - ------------- - -�- - --- --------L------------------ •, 2o M S89'24'50"E 1307.08' z - __ ___ _ - _ --- co 695.33' -- W W. E . m611.75 -- - --- � - 1307.40 IRRIGATION BOX S.21 S.22 ? zw IRRIGATION BOX l+ = S.28 S.27 I INX ' TOP=2534.02' TOP=2536.24' ° CD vm 0) o 12"RCP(S)INV-2530.57' o 00 24"RCP(E)INV=2531.44' 32"RCP(E)TOP=2532.54' r " rr) BENCHMARK 6 16"RCP(S)INV=2531.94' O 24RCP(N)INV=2528.68 CHISELED 'X' IN BACK OF SIDEWALK to 1142.27' 12"RCP(S)TOP=2532.64' S8925 20»E EP Z 12"RCP INV-2530.76' 0 12"RCP INV-2533.37' " VC INV=2534.00' EP EP EP = 6"RCP INV-2533.57' ( O . 0_ ELEV(NAVD88)=253560 Z 150.0018 =_ ___ -=UU - _ -- - - - - - - E - - - EP EP - - - - - - - - - - - - - -I - UU- - - __ - P -€P NAL - - - - - ___ - - - - - -311.90 _ 99 92' - - - - S- - - - - - - - - - - - - - - - - -200 00' \STE = -------- - - _ _ _ _ _ - _ _ ----------------------- O ------ - ------------ - ---- = ------------ -------------------------- -- - -L I=-_-_,✓-/\1--/1/\-\�/I-I�I��//////vIdI�I�QI I lI HI 1l-IIIlI/Il IlII I1IA I�IIIAA 1IIIIII IIIIlII I�lIIIIIIIIi�IIlI�I I IIIIIIIIIII II IIII IIt IIIII II I I IIIIIIII�I I IIIII IIIII III I II�II I I�II oIIi I�I I II I I-l-I IIIIII I°I I I III II I I�II I I X I\-w--Idy I�sIcIII I��VI�I--\�-\_-\/-\�---\-d aw 1`3��- -- --�x>-- -�- - �❑--� - -\-_-\----/2-s-3--8---\_-----_----/----_/-_---/=------/-_-�- �✓�,-_1---v_1----\�--;1_d,---32 5-I��(I°I/-����o/I w1-/�i li X 8�/,--�_��_v�'i�-,li(._-_�-li_--��/--�/-'iIc Poxw-I(IiIE/-I I_\TI IIIxO P--1 x-IIi7-1=25/�3 3-IiI-.2----- --cE-P-/ -----J ---/--\--G-- I�-1-A�(III IIII�III I IIIIIII-IIIIII1lIIIIII-IIIIli(III IiIIIgiIIIIIIJIIIIIIl`IlfIIljII IIIIull IuII IIIIIIIiIIIIIllIIII III°ll Il I llIIiI IIIII lil1 ll I- ---I1-I I II 1dIi-- VC RISERS �--o'--\---•-O��_-_- -_--_�--�-\S-1 ---P\�1N-� - �--l`-✓'II/_I -/-�_/✓_---�--L -1-J- -9I -(,-- 9\\ v \-1-A\ vI/I-' I�II�IIylII yI;I 1IIIi I IIiI IiIlII I�IIIIII i -IIlI\IIQI I1pI I I\�III I I I(II1I l II-IIl\II\,I�_�lII I I_IIII��I IIII\III I II h II IiJI I1I I-I III�1 II�lI I II I II III llI I/I(II�I IvI�rI-'lII_III II IIII�I II�III l WII III I� A1h_QI'-1I IIr IIlIIIIlII II I I IIIl I I' IIII III II I-II I w I l wIIIIII wI wI I- -I d ww1 III I, ll I IIIfl I I I I I I I I I II I I �I_III I I III�IIII IIIII I oI I IIIII 1I'II 1I � 7 , 3 ' Ld�VZO�_VVW�1/ao I/1l / � F (de(otlnn mul(2)P A IRRIGATION BOX y�, TOP=2538.70' o OF 18"RCP(W)INV=2530.69' - I FOUNTAN IB A. NO'39'27"E SEWER MANHOLE 0 RIM2540.21' CHECKED BY:260.57' o DAVID A. BAILEY P.E. .E.INV521.82N GR 3 DRAWN BY: 0 X DAB DES 0 2534 N 0'3$'05*WFLA OLE 2536- 290.09' ----- 305NBLACK I RD _IRRIG I5BOX TO 5' PI =2536.95'7 )INV 33 HOUSE HOP - _ _ - - - ---------- -- --- - it) P INV-2536.95' �� 12"P INV-2537.35' (L_i/jiL---N89'18'10"W 16.00 PTlc TlNK 4140 SI I4140 SfI AREA UNDER CONSTRUCTION,o6 PVC VERTICAL Ai' $89 25,5S892549E 150.00 E I �D 5215 W CHINDEN BLV 5944X_ DROP P2'I $ TRucTURE1 J X X �/ \ X - X X X� >� - X b \ rIV T / <\2535' X X X X _ HOUSE ECR HORSE WATER VALVE \Tr17T 0 I 365755 s.f. 8.40 a.c. NO'41'50»E LUHR SUBDIVISION I d Q o � 328.66 GARAGE LOTS 5, 6 AND 7 m r BLOCK 1 EP EP UNPLATTED T TI �1.5" RISER � IoI 6055 N BLACK GARAGE CAT RD 2"sTL PIPE RISER ;� 0'29'04»E � L- � I I - 12.59 ' 0 SHED DROP kRop DRO oP I� do X X X X X X X 3"STL PIPE RISER -2538- SHED CDR EDR EDR EDR X - X X X c2 DROP a(3 - 2537aaa c - - SEWER MANHOLE _ _ - - _ 0) RIM=2542.41' in 2536 2' W.C. 7 � I glNv=2521.00'-:,Co PVC INV=2535..33 N89246 W- � I o 00 628.63 N � OUS 60"IRRIGATIONSTRUCTURE TOP=2536.91' N W. RAMBLIN CT. 4"PVC PIPE SOUTH, INVERT NOT ACCESSIBLE NO'36'O »E SHEDDJ L �o W 110.38 x z o X - DROP N89 23 38"WSHEDK El 54.32' o w ___ _ __ - - - - - - - - - - - - N891756W I _ ER XCONCRETE DITCH uj 16"CMP INV=2537.1 -------- ------ 265.27 149.80'=__- F_ -------___ = �--- ¢ 16"CMP INV=2537.72 -445.11 ` - - -------------- �2 � N - L 415.79' 10.0' N89'1 --5-6-»-WLo- N89'1 T 56» 10.0 Z I� o' 860.18 00 o od �x x x x x x x x X X x� " I LLI z 0 ozV I N = tWER MANHOLE r =2541.33' CURVE TABLE LINV=2520.61' oCURVE RADIUS LENGTH CHORD DIST. CHORD BRG. DELTA 6045 N BLACK \ III c1 20.00 31.46 28.31 S45.32'43"W 90.07'18" 5120 W LARRY LN 5000 W LARRY LN W I CAT RD C2 135.00 57.87 57.43 S73'07'02"E w� h zI (j STORAGE 10.0' o 1-7 T COMPTON'S SUBDIVISION NO.2 hvc INv=2540.04' COMPTON'S SUBDIVISION N0.2 vc INv=2540.18' 11 I IINi �I P; -------Ci 3I P 9 38' IOII I co \� O FN 4 SHOP L O I�® P 2 3 47' J X - X X X X X X X X X MP INV-2539.63' EGR I I i o ,CI Q 7, 6"cM ".� P /IGARAGE oC0 7'7-T T 1r I/ VE---�I I � / I I J X HOUSE ' DROP 0us mzz L_ xSTORAGE IIII I 111 1 133' GREEN HOUSE WELL NOT Ii1I� i T� S89'30'56"E LOCATED l � � \ 33.00' ✓ oco 0- L J L----- - E-0-T�4------------ --�- ---- 42 ,415.0 T l--- -0�T�4- -- / -------- 2 6. _EP EP P �_ _ -G "'GEP EP P SEWER MANHOLE - _ RED CAP \ I RIM-2542.19' 2540- - - _ LARRY LN. e INV-2520.1 d3 _ I II d3 d3 d3_ �2540 4IDROP x 15"I11 =250 ' of� I I DATE: 05-24-2024 PROJECT: C2020-009 EP � - rVZILLIWWQOLr.L'L'1III 60 0 30 60 120 SHEET SCALE IN FEET 1"=60' rPP � 6 Q O E QN ♦ + O 0) N C —�R T ■ Z W. CHINDEN BLVD. c Z 0 � g -- -- -- -- -- -- ----�-- - a - -- - -- -- -- LLI -- -- -- -- -- -- -----o-- -- -- Q ¢� ® R w ------- - _—�-- _________________________ -- --------------------- ----J W Z w 9 I ■� � v I: - -- - - - - - - -- -- - —`-------' r - -- -- - r - -- -- - - -- -- - - -- -- - - -- -- - I Z oM r r ----------------------------------------- --=-- -i-- ------------------------------------� j m o _ } } } } + + 1 1 Lj 1 1 1 l l 1 1 1 \ z w RUT P P P}P P}P P}P P P P P P P P1 P Pl P pl P pl F PlPIPlPIPlPIPlP PIPIP PIF P PIP PIP PIP P PP P pIP P P pTP P P P P P P P P P P P P PTP PTP PTP P P P P P PIF PIP PIP�p PIp P P pIP1pIP1pIP1P� PIPIP I ♦ ' N r --rJ T T T T T T T T 1 , J T T T T Jl I; 4 - Fy r_rr=r_i_ -r -i r-rr-r-rr-r r-rr-r-r -r rt-rr-r-I-r-r r-rr-t-rrt-r -rr-t-rrt-r rt-r--t-rr-ri ---- - -- 238'----_----o - - - - - - - - - o o --------- 66'� P sf ' o N o 238' _ 6 5 010 \♦ V v m ---- ----------- II - -��-+-- �-� ---- -------- -------- o P OFr6CE ♦\ - LIJ P+P P+P P+P P+P P I PP+P P+P P+P P+P l T I I +-� a-+--�-� �_�-_+_- �_ I - ------- ------- ♦ I I P P P P P P P P P PIP PIP PIP P P P PIP PIP PIP P -- J tiP+P P+P P+P p+P1 P i p P+F +F P+P P+P (_� 1 1 1 i 1 1 1 1 I +I +I +I I +I +I +I +I P 7 L - -- - - - -- -- - J I _ I L - -- -- - T- -TT- -TT 1 P � - I P PTP PTP PTP PTP'I I _ J - T- -T -T I I i- i P -i _i J __- P I i _r r 00000� '-� $ rv„;.. -- 6 -,i, P P -I-P__ I P I P P 14,755 sf 1 P P p 000000 - ---- - 00 P zorl T; ' s\ONAL FtiG II I k P I P �E U P P -� �_ + I a I P Im L I P i P -I- - -_P mp I ml� P ! I F 1 Im I> Im I P I I _-P O �' P P �� Ir t P _ a P P II i, ' NOT) x - T - C P P I In I P I I P I - 7 - 1-F- P P I P I P I I -� w _ _ P - - I � I 1 P 1 P I I P .:. .• --t --I--1 ___ I' _:.. � � P I P --, I P IP I p - F ------ --- / J i --- .. I I r I y I � U 21 3 I I 9 O I 1 �/� � _ i ,.W al �� m _ � IQ• „ __ 1= 1 P I -jP ,_ � I I,- � it � — _ �_� I r i ; ' � - '' i I" .>� I P I - - - - - - - - _ �i p� p // �. __ _ -�? n l r al iI m -' _ - .-' �! C.! 'ICJ 7 3 1 9 -- - Ir_ _ - _ P I 1PART I; P� i P P _ P LJ U� 1� Il % I P 10 I P1 Jr - I 1 �7 r -�2 �I @J� P LJ I 1 I I I mjmll ��� 00�0� -- �, D 2 00• 2600' i.JL r JL -P P L a � I CHECKED BY: --- ® P P I P �. p 1 P --, �� - I --- -- 604 Ef ---- -- -- -- -- --- ------------ DAVID A. BAILEY r t lr I ml - -P - -F P - '--i - I P 1 I I --- OFFC I DRAWN BY: -- - - m _ I -1 P P I ' ' P __ �' - _. --_ P I - 1 ,' P ' P - _ _.-. C:�Im I Ji P - - IP - _ *-- ml ml- - --_ - I P __ C;, P -_P - - - - I DAB/ DES N r - �1 - _ m p P ------- P 1 ' I P I I P ----- _P J r � I _ _-�--I f +� IP 1 I I � L- � J I I m + P P P 5 I, } T nl -I P rnil P M „ IL nl J P _ P 1 nl - P 10,263 3f M I P IP ml -- _I P P M I P wl WI ,' -- M -_ r P - IP P nl t I� _ p I IU P F 1 _ ul� 1 i r- 7 -- I- I -- I F I -- - P P m P 7 Iv -- .,-xn P p I; L P t I -L P,- , ?! I" I o,. -__ I - P -- P- p , -� I -_ m C P I - P / I �1 , ,,,�. P P I I I Im O P 1 P I P I _ H_ I NI t P _ F IN - P NI ;r 7-1 p I 1 II _ P Imy ii Im -1--- F I - I - ' P P L � „ i' C. �.. ly p p 1- P P ',,�.i,,� P --P-- P-_ --- ml mI-Q - % I p r I p �1i.,� �i ,'rJ lm 'i Im P _ _ P _ I -- p L' P P 276p sf 276p sf 14140 P 26 0°• r ------� 141 _ 1 40 sf 1 sfl p i P I 0001�00� a - P I P D --������� ������ F P DD�I�00 RETAILyOFFICE RETAILyOFFICE RETAIL/OFFICE RETAIL/OFFICE I -j P ----------- I I I I P P Im In .- �1 P P H_P a i'`�m F ' f �� -I P I 1 I - II J P O o -1 1 T�j �r I I In I P I �- I �P - P + P -,N ii a c,' -. w iE -. P < ii .¢,_ r ----------- -- I _- I I IP P P v" v c P m ` <_ P 1 ' I �I I 1---- I _ /��� ��,. � I -L- 7500 SF II i I P I --- -� --t --- P I II I'" '� I I P I P P P P P E E P 2 P P P �� E 2- g FLU g P 3 2 P_ I -�- STOREFRONT ' -- P p --� I - -I-P-- P Iv I �I T-I TLLLt T 7 T f p T r �- T P ------ I �__ p I - _ _ P P - P I - Ij I I I P I ,f - P - P .r ,.. i. P --Pt P-_ - P - _F _ - L. - ___ T __- 0 463' -P T P ___1 ___ f P Ir F - ' ' --I -------- --- r P P - ir' - - P P / 1 �I n ------ '� -� --- -- P I � w i I P t P I P _ -P .. - - ��� - P P -.. ,•I, �' -. � �i I ' - I P I P o 128,275 sf � P " I _ I �' ��j�I' "IJ �I. i''� ,LAj I - P Il.m --- - ml �t --- I .�_�_I_� -- - P �r/ri ,_. -. ��,` ",. _---- - JWI IWI� I L Iv ih liJ -F - I _� :LL' I � I I,", " P P P P P P P P P P P I I" J L_ I P P I u " In` I -- L� I P I P //i/ /i/%I P P P F / __- 3000 _ __ P - -- -- - 000000 ----I---- P P I I I 0�000� 000000--- --- I II I Ij I P{P P{P P{P P{ Ptill P P}PP}FP}F P}F I P{P P}p P}p P}p� Pl � P L[ P P PIP PIP P r 11l ly� I IP �� PPIPPIP{PIP{PPI P P{P{P{P{P{P{P PpP}PP}PP}P P ' P }P}pTPTPTPTPTL -rr-t-rrt-r rt-rr-t-rrt-rJi I _.i �rt-t — rt— I I I I I i rrrl/ rt-ram-rt -r- I r-r�-r-rr-r i L 4140 sf i4140 sfi J I _LP '�� I I I ir4 238' - - - 238 _ 1 1 1 _ _ _ 238' _ 2 RETAIL/OFFICE I 1 P -- 1 1 1 RE�AIL/OFFICE � -�P I I __ _ _ __ _ FrIF 82' IF T 17 680 sf P _--------_- _ _ N COFFEE SHOP �,- I �7a y�yl yl�I yI�I �I � _ -+ _ p 7500 SF ? r, T T r I�e��� P P P P P P P P P P P P PIP PIP P P P P P P P '� P P P P P P P P P P P P P P P P P P P F' P P P-P P P P P P P P P P P P P I I ; P P P P P P P P P PIPIPI P P -YP ' P 'IPI IFIP F I -- M STOREFRONT I 3C 00• - -- --- ` --------� STOREFRONT �. Q II V . .e 300�i I I 61 II N — - -o-0- - o \ ' IIAAAAAA) C8 to M 313• - - - - I f� -- ----------------------------------------------------- _---------=- - RAMBLl-- DR=--_--------------- -----------------. ---------- \ ell - - - - - - - - -- - _ _ / O 1 I CS OO ® 05 © OO ® OO 1 o O 1 RAMBLIN DR ------------------------------------------ ,517 s 640 3,520 s ,520 sf ,640 ,640 ,520 s ,520 s 640 ,520 f I -- ------------------------------------------ ZONE R-8 7 - - I j ALLEY I -- -- - , I I I I � ; I I ' I ' ZONE RUT ZONE RUT Common Lots LEGEND I I o I o Lot Area Type I 3oo,s37 sf YP BOUNDARY --- -- --- BLOCK 1 Lot 3 26764 PARKING & DRIVE LOT LINES I I U) � I o BLOCK 1 Lot 4 OPEN 13817 PLAZA PHASE 1 ROAD CENTERLINE RIGHT OF WAYUj BLOCK 1 Lot 5 OPEN 2253 LS BUFFER I I I % 1 l,_I LOT NUMBER ( i V o BLOCK 1 Lot 7 OPEN 2388 LS BUFFER BLOCK NUMBER BLOCK 7 I I i W DEVELOPMENT FEATURES I I i I , z BLOCK 1: Lot 9:COMMON 45233 CHINDEN BUFFER EASEMENT I I I I I ACREAGE BLOCK 2 Lot 1 OPEN 12362 PARK SETBACK TOTAL PARCEL-35.29 ACRES BLOCK 3 Lot 1 OPEN 1739 BUFFER CURB GUTTER & SW BLOCK 3 Lot 12 OPEN 1481 BUFFER STREET NAME W. ASHTON DR. 1 I U OPEN SPACE R-15 HANDICAP RAMP �>� ZONE R-15 AREA 1.83 ac SEWER LINE s s s ♦ I TABLE 11-3G-3 MIN OPEN SPACE REQUIREMENT W W W0 FOR ZONE R-15 IS 15% WATER LINE �♦♦ STORM DRAIN LINE 1 `\ USEABLE OPEN SPACE REQUIRED-0.27ac- 15% \ t USEABLE OPEN SPACE-0.28 ac- 15.2% PRESSURE IRRIGATION PI PI FI ( \ `\♦ i I o GRAVITY IRRIGATION I `♦\ I I f FLOW ARROW \' I u , MULTI-FAMILY OPEN SPACE R-40 FIRE HYDRANT K 0 ZONE R-40 AREA 16.71ac CATCH BASIN ® I 312 MULTI-FAMILY UNITS STOP SIGN I \ MF DENSITY 18.67 z Cl 11-4-3-27-B3 PRIVATE OPEN SPACE EXISTING WATER WELL I \? _ - - - 233' - - I I REQUIRED -80 sf per unit-on deck for each unit. FOUND ALUM. CAP Q I I e PROVIDED-82sf per unit, patios and balconies MONUMENT 11-4-3-27 C3 COMMON GRASSY AREAS MIN 5000sgft FOUND BRASS CAP 11-4-3-27 C4 COMMON OPEN SPACE MONUMENT UNITS OVER 1200sgft REQUIRE 350sgft OPEN INFILL LOTS UNITS 500-1200sgft REQUIRE 250sgft OPEN I I 0 UNITS OVER 1200sgft= Osgft I I 54,540 sf I I 312 UNITS 500- 1200sgft= 78,000sgft I I � 0 78,000sgft OPEN REQUIRED I �j COMMON OPEN SPACE PROVIDED 79480sgft I 125,944 sf I I I I 11-4-3-27-C1 10% OPEN SPACE FOR SITES OVER 5ac I I I W MULTI-FAMILY OPEN SPACE REQUIRED 72789sf OR I I� 1.67ac I MULTI-FAMILY OPEN SPACE PROVIDED I 7 OF NORTH BUFFER 22616.5 LS PARK AREAS 45377.6 I W 75157 sf OR 1.73ac-10.35% z _ 210' 354' 330' LARR Y LANE COMMERCIAL OPEN SPACE C-G w ZONE C-G AREA 14.145ac I 1 PLAZA LOTS 13817sgft OR 0.32ac I 2 LANDSCAPE BUFFER LOTS =4641sgft OR 0.11ac OPEN SPACE OPEN USEABLE SPACE AREAS = 10244sgft OR 0.24ac TOTAL USEABLE OPEN SPACE = 0.67ac-4.74% V MULTI-FAMILY COMMON OPEN SPACE OPEN SPACE R-8 0 ZONE R-8 AREA 5.90ac REQUIRED 15% OF 5.90ac= 0.89ac MULTI-FAMILY PRIVATE OPEN SPACE J I CONCRETE PATHWAY DATE: 05-22-2023 PROJECT: C2020-009 SHEET V Q o 0 LOTS & BLOCKS FOR Q BLAYDEN SUBDIVISION ,a,� vNT w _T LOCATED IN THE NE 1/4 OF SECTION 28 T.4N., R.1W., B.M. Z ~ 3 MERIDIAN, ADA COUNTY, IDAHO 4) Z 2024 = a 'aA = Z W cc w :oft W z Q W Q Z w co cc y � Z O m W Oco 0� 0 1/4 S.21 — — _ _ — — _ _— S89_24'50"E 1307.08' _ _ _ m = N IT (n N8925 49 W v m s. P P 611.75' - - - - - - - - - - - - - - - -o-- - - - -,- - - - - - - - -- - --- - -- --- -- - --- - - CH/LADEN BLVD. %I il. ,r,r. 1307.40 — --- - - - - - - - - - - - - - - - oTo o w 0) °' o � N89'25'20"W o ° 1142.27' S89'25'20"E Z z 150.00' -- -- -- -- _ �S\oN L FLAG -- -- -- 311.90 --$-- 200.00' O- — 99.92 -- -- --$-- -- -- --, --�-- -- -- -- ---�-- -- -- -- a��� ��G�STFR�O 530.46 ® N mu I p FOF � A.8 P� ZONERUT I ------------------------------------------------------------------------------------------- CHECKED BY: DAVID A. BAILEY P.E. NO'39'27"E _ —�YFLMWOOD Df�e' _ - - T - - - 2�' - - - - - - 2�' - - - - - - 2�' - - ss' � `. 260.57�y I W ELMOOD DR - ` ` I , � � BLOCK 1 � ` I DRAWN DES BY: 7 ® 1 14,755 sf I I I I I ZONE RUT � I I I SO'33'05"W I° I I I II I 9'290.0 2 5' NOTA PART I I 21 3 7 s I I I I I I I 10 I I I I I I O N89'18'10"W 16.00 564,155 sf I O r I I I I 1s' IO Q O ' I S89'25'50"E 594.43' O 5 © i I I nl I � M ' MI L nl O MI Q 7, 10,263 sf I ^, UU _ — -- -- -- -- �I.— (n7N�/%�7T 579' -- -- Q BLOCK 1 I I I j I I I I I I I I I IZ I I I I I I I I I l 1 I I I I I I I I I I b I I I BL OCK 1 463' NO'41'50"E I I _ _ - I '0) I I I I 32' 128,275 sf 328.66 N , I ' I BL OCK 1 I I , I I I I LL I _ _ 2— I _ _ 238' _ _ N W. SlL I/ER Rll/ER DR - - - _ _ 238' _ _ - s2' - - - — - - - 17,s© sf W. Z L VER Rl V-ER DR --- ------------------- i I W NO'29'04" " __ --- _____ - c28 - M i I p 1 412.59' ' ------------------------------------------------------------- i7 --��' U/ N BLOCK 1 , .N' C2, 2s8' / c27 I o W. RAMBLIN OR - Cs _ �� i I Z a 313' — — 192' — — C7 CS C38 % I -- ------------- C28 ! — C17 18' 24' 32' 32' 24' 24' 32' 32' 24' 32' I 33 C39 _ ' ----- -- -- -- 29' Q —— C20 ' --- --- ----- ---- --- --- ————— ———— -- ———— ��5�43 q�� --- ``` Nag•. .6z" W � ' RPMgL w _ 53' 1 3 628.63' 1 I W. W I 02 ;z _ %� m — 0 03 � ® � 05 � ©� 07 � ® � O � 10� 11 � 1 Q I `` Z ,517 sf ,640 3,520 sf 3,520 sf ,640 ,640 3,520 sf 3,520 sf 640 3,520 sf kl P I �� I Z p , I Z 1 F O O I `` C34 18, I 0_ - - - - - 7 BLOCK 4 WEST ADA SCHOOL PARCEL 1 ^ B OC �! o I I I i 32' 24' 32' 32 24 24' 32' 32' 24' 3 ' I I , Z 2 i I p LLJ -- -- 95' I V) p 261271 149.80' ' 1 L I w TN89*17'56"W i i I 0:: z 415.79' 1 " 1 N89'17'56"W M i 860.18' C 1 ZONE RUT I I In 0 I I ZONE RUT I 104 ILu 0 _ I 300,637 sf O 17 I j 1 0 rn I I N z e LEGEND BOUNDARY I � I Common Lots LOT LINES z Lot Area Type ROAD CENTERLINE - - - RIGHT OF WAY I I I W BLOCK 1 Lot 3 26764 PARKING & DRIVE Qi I I �1 e LOT NUMBER BLOCK 1 Lot 4 OPEN 13817 PLAZA PHASE 1 BLOCK NUMBER BLOCK 7 1 I I LO 5 OPEN 2253 LS BUF BLOCK 1 Lot FER EASEMENT I BLOCK 1 Lot 7 OPEN 2388 LS BUFFER SETBACK BLOCK 1: Lot 9:COMMON 45233 CHINDEN BUFFER CURB GUTTER & SW NO'29'02"E I� `�` j I� STREET NAME W. ASHTON DR. 523.13 BLOCK 2 Lot 1 OPEN 12362 PARK 0 HANDICAP RAMP BLOCK 4 I I� BLOCK 3 Lot 1 OPEN 1739 BUFFER SEWER LINE s s s 1 ` �o �� i '01 BLOCK 3 Lot 12 OPEN 1481 BUFFER WATER LINE W W W I \ \. J �_�p_�p_ ` �� C14 247' I � I STORM DRAIN LINE I moo• cs -� I W P� P� P� I PRESSURE IRRIGATION BL OCK 5 GRAVITY IRRIGATION i FLOW ARROW r I \�2 — — — 233' - - - FIRE HYDRANT CATCH BASIN STOP SIGN v 233' cs I ' BL OCK 4 EXISTING WATER WELL 1 i � 1 , FOUND ALUM. CAP O I O MONUMENT I I 54,540 sf FOUND BRASS CAP )-- MONUMENT I p1 125,944 sf INFILL LOTS ® I I N °' S89'30'56"E Xo I I 33.00 I I 0 ' Q J I I 415.07' 527' 425.06' 232' 0 N89'23'38"W 840.13' ® I G� 6 _ 210' 354' 330' o LARRY LANE . I rl �I ;iI DATE: 2024-05-29 60 0 30 60 120 PROJECT: C2020-009 SHEET SCALE IN FEET 1"=60' P . Q O E QN {� ♦ + O 0) v N � T W ■- Z �- -Coo Z � g W Z Rw W � Z w Y ,- Z oM W 0 `° � o z w N !n V m �c AL FNG �G\sT'EF y 10 A pal '9T Q� � p F 0 CHECKED BY: DAVID A. BAILEY P.E. DRAWN BY: DES I I W. CHINDEN BLVD. -- -- -- -- -- — s r J 1 1 + { T ZONE RUT ' eF {PIP{PIP}PIP}P PIPIP PIPIP �P PIP}PIP�PIP P �; P�PI P�PI P�PI P} PIPIP PIP P}PIP}PIP}PIP}P P �P}PIP}PIP}PIP}P] PI PI PI PI PI PI PI PI PIP PIP PIPIP PIP PIP P P , , P P P ' P P ' P P ' P�P P ' P rt-r-I-r-I-rt=r I I _-i- I -I-rt-r-I-r-rr-r rt-r-I-r-rrt-r I I I I I r-r-I-t-rr-r I rt-r-I-r-rrt-r I I I I I I I I I I I Irrt-r-I-r-rr-rJl I r r-I-t-rrt-rJl I I _ o _ _ - o - - - - - — _ _ _ _ 238' o _ 238' _ _ T o -4-4---+-�-4-� o -4--4-+-�4-� -4---+---4-4- N -4--4-+- 4-4- I -4-4--4-4--yl��-`� �y- -y-�-yl-- -y� -��- -��-�+P�piP�piP�piP�PlP P [p� PPpPpPpPpPpPpPPlPPLPPPpPpPpp�PPiPIPiP PrpIP P 'PiP piPIPiPIPiP J pPIpIPPP - -- - - - I 1T 1 1T T1 Ty I - - - - - - - - - - I I P I P 0�0000 P - , 000000--P-�- P L - I 00 y - -- P - I --P-I- P-- I P P - P P I P a p - --P ml P I =1 !L JL P -P �L J, C r I P Y -�P -1 - P ] ' - I --- r L P - 1 p - I P1II JP-1 - L I JL P I � _.� _' .. _ ID ' I P_I I I I P I I P �' <I - � - _ -�-- - --- p I I P I P m P - I p J ;f p +� ZONE RUT I - rt� ml I - IP-i P - 'r I 7 P ZONE RUT P I -�P p o m I P I - _ _ I 11L r- - --'P I _ --- -�- I 1 �r�- -- L � I P P P P ��1..�II��I� �����''�� -_P 10 I p P 1 P p ml r I 1= P s�1 I rni P P nn - I JL r IJ IJ 1� JL P �.� '- [ y 2 00 2600 4 D �i I a -I P - -- ® I p 1 I P -P t -rP I ml< _P P P I ® p I I P „ _ �L L_ m ; _ I m P - - - Y m ml - P - P I --- �� i- I �P 1 �L -4 -�--I - _ I _. r r P I P P I I P I _ I _� nl �r --- C P -i IP__I - n it P L P P T Lp N --- M - _ _-J MI p MI �L nl 1- _ I� P �I �I��� - -�- P P -ImIv c _p pill rp -- Y P -�P-I---- P I p I —J I -L_ I Im Imo -- v. WI I C p Ip P P -P I p m P I p ml + m --- JL �P-1- p- p nl� _ P I _ TT P rp .. �L .. P P �,. Im _ Im P-- -�P--P-- P I - P t _.-- i "I C ' � I m � p I I P L 2600' P - '�'"- J r�-- ;� 26100' .,. I --- - -- -i - _ --_ 26 00f' I D I I a p P _. P P -- A m � I I P I JL, - P P P I IV it i 7�,� I ' I ZONE RUT - t-- Iw h c• P P — ,I --t1 I ----i---- I --- 1� u I P I - I -- -- --- --- I � I NI`: � i -�LI P P 1� ,g P I -- —P --�----- --- _— _— I P I __ P - I P II p P I II P P P + I I I _ p _ I Z ---- --- r'-_ _.. m --- I I - P - P --P - P p - O P - P P u.. i f r.... -P r I p p I P i P P I r --- --- P i- P-- P 'L I I P I ' _ 7 P P _ I. _ ! -- I - L p I I' i¢ ,� - -- -P �I, P P U) - - - _ - - I I --- -- --- --- w _ ok, �o P I �wl���, I > w P , t I �p I �, ii/ - - - - 000000 - I P PiP{PiPfPiP{P� P P P{PiP{PiP{PiPfP — — — rr I -- -- — w P{P ' P{P ' P{P ' P{P P P P{P ' P{P ' P{P ' P{P W H J I , P{P P{P P{P P{P P tp P{P{P{P{P{P{P PjP P{P P{P P{P� P ZONE RUT I r r -r-rrt-r rt-rr-r-rrt-r rt-rr-r-rrt-rJi r-r- t-rr- I I -tom= -- -�J- - - I I -r�-tI -pprpl N Qp \ -� - - 238' - - - - - - - - - �-�-- - -—L _ 238' --- - - W O J F `yam 82' z I' I �7a ICI ICI I�I T r T ? r rP--^'l7� 'P P P P P P P P P P P P P P PIPIP P P P P P P P P P P P p P P P P P 'P P P j P P I p P -Y P P P P P P P P P P P P P P P P P P P n p of �I v I I I a o eases eases eases e o0000 3 — U C ZONE RUT O O 0 cs � M 0 0 Aq --- W. RAM /, I ---- --- ----- --- BLIN DR W. RAMBLIN D �� I 1 0 4 1. OO ® O ,517 sf ,640 ,520 s ,520 sf ,640 iLL z I00 e WEST ADA SCHOOL PARCEL ' LL i — -- —ALLEY PRESCOTT RIDGE SUBDIVISION ZONE R-8 0 0 J (� W Z > ZONE R-40 60 0 30 60 120 SCALE IN FEET o W 1"=60' =j 0 Q J DATE: 08-26-2024 1 rri PROJECT: C2020-009 SHEET