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C6_Adjacent Properties
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 . BLAYDEN SUBDIVISION �1NPLAE _ I �DID __]� Lot Area Type SHEET DESCRIPTION LOCATED IN THE NE 1/4 OF SECTION 28 T.4N., R.1W., B.M. _ W CHINDEN BLVD _ .i z BLOCK 1 Lot 3 26764 PARKING & DRIVE P P— 1 — P R E LI M I NARY PLAT INDEX, VICINITY MAP , NOTES MERIDIAN, ADA COUNTY, IDAHO - a� z BLOCK 1 Lot 4 OPEN 13817 PLAZA PHASE 1 PP-2 — LOT AND CURVE TABLES 2024 - - = g BLOCK 1 Lot 5 OPEN 2253 LS BUFFER0. BLOCK 1 Lot 7 OPEN 2388 LS BUFFER PP-3 — PRELIMINARY ENGINEERING SUBOIMSION TRILOGY NO. 1 • _ BLOCK 1: Lot 9:COMMON 45233 CHINDEN BUFFER PP-4 — PRELIMINARY SEWER PROFILES W z BLOCK 2 Lot 1 OPEN 12362 PARK PP-5 — PRELIMINARY SEWER PROFILES �' Lu a BLOCK 3 Lot 1 OPEN 1739 BUFFER PP- 6 — EXISTING CONDITIONS , SURVEY PROJECT I 0 o BLOCK 3 Lot 12 OPEN 1481 BUFFERZ Y _ PP-7 — ADJACENT PROPERTIES SITE _ co W � � 1/4�S.21 S89'24'50"E 1307.08' P P—8 — LOTS & BLOCKS CHIN m Ln N89'25'49"W DEN BLVD. VD. H I N o S. 611.75 Ld ' 1307.40' �w �_ Q BAINBRIDGE V m w 1 N89'25'20"W COMPTONS SUB Y 1 o `0 ;� 0) 1142.27 S89'25'20"E UNPLATTED N 2 Q Z z 150.00' M N AL -- -- -- -- __ �S\o FNc \srE 311.90 200.00' 99.92 -- -- --$-- -- - -- --�-- -- -- -- ---�-- -- -- _ ___� - N M a PHA I ar ® SOVTM S 1 500' BAINBRIDGE N ----- 530.46' - I -- - - ��> I rC�J l� ki --_� ---------------- --- -- OVGi-r N0. 3 -- --- ---- -- -- -J �T OPT -- ——————————— F VNE F//// ON, DEVELOPMENT FEATURES ��ID A.BPS I I i-J PiP PiP P}P P}P PIP P PIP PIIP}P PiP PiP P}P -J PiP PiP P}P P}P PIP P P P IIPjP P1 P P1P P1P P PIP Pl P Pl P PlP P P P P P P P P P P P P P1P P1 P Pl P PlP P P P11P P11 P PllP PlPII P P P I PllP P PIP PIP P P P P ACREAGE CHECKED BY: T T T T T T T T T T T T T T T T } } } ` rt-r -t-rrt-r + , + �rt-ram-t-rrt-r rt-ram-t-rrt-r� _ �rt-r--t-rrt-r �rt-ram-t-rrt-r� rrt-ram-t-rrt-r rt-r--t-rrt-ri rt-r -t-rrt-r DAVID KA. BAILEY P.E. p _ —� au on Dl _ _ _ _ _ - _ _ - _ _ \ TOTAL PARCEL-35.29 ACRES DRAWN BY: I I I I I I I I \ - m _ 236' _ o _ _ 236' _ 0 66' p 6 5 0 0 S f I I I I I I I I \ -- I W ELMOOD DR — -- 041C ' LOTS DAB/DES ' p p +-+-I-+-I-+ I +-�-I-+-I-+-+ +-+-I-+-I-+-+ I I +-+-I-+-I--+-+ I I I I I I I I I I I p -�--� +— -- —I—�—� +— --+—I—+—�Ir I I I p PIP1PIP pIP 1 III 7 a0 si- 1 I I I I I I I I TOTAL T 2 11 1 11 1 O LOTS 6 LIJ P}P P}PIP}PIP}P p pIP}p P}P P}P P}P LIJ P}PIP}PIP}PIP}P p p P}pIP}PIP}PIP}P T T T Tp P P P}PIP}PIP}PIPTp L J P}PIP}pIP}pIP}P P p}p P}P P}P P}P p J -P ---- X I -P- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- 0�0000 p p 14,755 sf -- I r I I I I I I I l TOTAL DWELLING UNITS 322 1 p I P I -- P P -._ P P I P P 0(](](]0(] � _ p I I I I I I I I ZONE UTI r p - 1 Im' I= I" r P --P-I-P- --- _P 1 _ P P m BUILDABLE LOTS- I 7 rt-- m I ____I _-- I P I mI'v r <I ml p - I P 1 I I P i 1 P $'05'"W i i i I I I APARTMENT- 1 LOT-312 UNITS p p ,L :; P P ''I P P P p _ I II t m I ' -- --- �0•3 I I 0 1 p + p a « ,: �;_ P - I p I ���r-- ��FF,.. li _.i,".. P --P--P- -P - ;��, _ -P- 1 li mar .I i P 0 O9' j j I SF RESIDENTIAL-2 (FUTURE RE-SUBDIVISION) I I I I M P + k" In -------- --- l p I P--- p P �i " 7 I P + 2 P P P P 5' P p l P I I TOWNHOUSE- 10 LOTS- 10 UNITS I --- p I I P I p I I P I P I --P-I P - I --- 1 ------- - -- / I COMMERCIAL-4 LOTS + 1 FUTURE I P r I --- I �m P 1 P * IQ- J 'r _ -- --P — P --- _ - _ -6 1 P _J, -1- Im Im 'a P — _ _ 21 ' 3 — ' — — - _ I. m _ - --- -- LJ I I r I P �r -- rt� 1 I ,r I i t 1� , I J__� ` C ._ � � ,� -___I-__- �' I COMMON 7 LOTS IRT P I P �r� -_ P /L/L _. i... , P p �r/r� ... I I P — I J �� �rr �7 s ----------------- ---- I p P - P I P i` � k.,, I __ __ 1 �L/� � _ _P_ �� ���� 1 1 1 1 I 11 � I I DRIVE/PARKING 1 LOT --- -I , ml - �I LJJ �J �1 IL�1 ILA- �J 77, _P 1 O P P p 1 p �. �L I P P P P P P P P r. --- a P 000000 p LM R NCI P 1 10 P1 5 psf I ;� = 00�00 - - I CONCP T 1 DENSITY W I 4 D I I O P L P P I C : a 7 P P I 1 I OVERALL DENSITY DU/ACRE 9.12 p I P P ----1---- I P I --- I I --- -- J �� S� --- ® P I — P ® p IJ p p I a ® -P- I --- ® I p 604 sf 14140 sfl i 140 sfj " --- ---------- -� 1 --- 1s' I P I O - P ml I ml' _ P - 7--� ,I', Im P ----I- P - I P ml - _-- - --- -- OFFICE REI�AIL/OFFICE R I /0 E S89 25 50 - - - - I P --- t --- _ P --P -- t ml' P --P P P ------- ------- ' E1�A L FFIc . I PARKING (MULTIFAMILY AREA) I 7n�ll P L -; p I I P I " -- Q --P —I— P-- 1 p ', I P I P Im --- O --- rn 5 6 ' I 594AS— --- -------- -----J I Im --- r = --- rt-- L_ P I I P I __ Q--- p p I I I j / , 1 APARTMENTS 312 UNITS TOTAL _ t I �i L_ - IT M� p 1 M ---- + p �; it P c) P --- --- ___ P r1i --P -1 P nl M 10,263 sf I 72 1 BE 2BE BED - 12 NIT p P h I" P + p I I NI. - P -------- 7 P i - 4 I P i MI o- P ' -P - nIQ --P , i�l - 180- D, 60-3 - 3 UNITS -- ii m — P P �� - M w P w O- P t P r, !.�r,i ..i P W p � P P 1-- i I-, I ii Iv --f - P _ O P P P a � REQUIRED SPACES: PER TABLE 11-3C-6 --- .,.� !1 u ,' ..,Im ii I�`-� --- 1-- r-. ! P 1../LV/'\ _ / Y� �_ i`r - p I p m �r_. I� - I� I I P Lii- I P rl`, II p OI I p 1 - I 1 "I _ - I -------- I P - ;; Im �m ' -- -;WI I P P p I , I 1 BED UNITS REQUIRE 1.5 SPACES/UNIT WITH 1 1 --- --P ml ml �r _P_ �� p P J ��-- = P I P P I P /I Im h P P I I P I P - P P � m P ------ J " m I �� �t W '" ' ii ,; � __ _ 1 1 1 1 1 I _i 1 1 COVERED 1 P - P P J Im Im P P 276p sf 276p sf 14140 sfl i4140 sfi p p I 2 OR 3 BED UNITS REQUIRE 2 SPACES/UNIT WITH 1 II F --- „ L I RETAILyOFFICE RETAIL}OFFICE RETAIL/OFFICE REI�AIL/OFFICE -P--1 P ----------- I I COVERED - - •' --- I I�- 1 _p -A --- , 1 4 PLUS BED UNITS REQUIRE 3 SPACES/UNIT WITH 2 P P ` %f... m � .,c � P _ _ P � m _. P 1 P P P ._ IV a IV � p _ D r.,, p P �,,,.'__ CI I= ,- I P --_ ___ ,..L_ �� -f ; ,,,,;',. C w n �1,// 4 p I __p_ 1 p P I I I O; --- ,r -P-- P `I ml -- r / 1 P J ,r c:IC 1 I :'_: P _ - 1 --- ----------- I COVERED i P P Iii lm - — "r --- I,I i. p P — P-- P v I P , P t P P PIP P P P P P P P P P P P P P P P P P P P P " _ 7500 S GUEST PARKIN 1 PER 1 DWELLING NIT P P _ _ _ -- ' � _- -� --__I-___ --- _ Im ili Iv� '� 1_� - � �L I I I I 1 1 1 1 1 1 I 1 1 1 1 1 1 I 1 I I I p GU S G 0 G UNITS I P P 1 : --- - - --- --- ----------- -7 -p I p P m , �` P P P P P P p STOREFRONT _-- I _-- I p 1 ' r p P I p l i i i i � i �/ i H�..D � I I I I I I I I I I I I I m _ P --- -- - 9 P + P C -P - - pI p p I-P-- P _ .. _ - -- - -+ I --P 0 1 ^I -P1 I 72- 1 BR x 1.5= 108 WITH 72 COVERED ,r P P P _ a 7 P r I P I P _ 0 468E OCK P _ it P - - P it -� ----I---- --- ` P a-P P r - P 3' I --P I 1 1 180-2BR x 2 = 360 WITH 180 COVERED I _ ii II _� --P -- P —_P -..-' --- f _ mein �., --- --- <'im• ,r P P _ .. i �,,I ,r �i --- • P 1 1 P 1 I -. I P i P 32 0 128,275 sf i P 60-3BR x 3 = 180 WITH 60 COVERED -- L p I P " W u ml P - 1 ul ul u" v t --- c°` p RE . GUEST PARKING -31 n u"I I L ' `� --- L- - Pii " " /ii ----1---- --- 6 --- Iv I J I 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 l p I Q P P P p P p // _ // -P I I P I P _1 _P__ .- ��O^K � I 1 I TOTAL REQUIRED-679 WITH 312 COVERED I _ t� TOTAL SPACES PROVIDE-693 00�000 - - - 000000--- p-� P jrp7r=`=� I P I P 1 P P P P P P P P P P P P P P P P P P r I I I TOTAL COVERED PROVIDED: 39x8 = 312 ' P I � � � � � � � � � � P}pIP}P i P}P i P. P ' IPiP P}PIP}PIP}P I I � I P}PIP}PIP}P i P}P P P P}P}P}P}PiP}P P P+p l P}P � P}P i P}P P �P} / — --trrtrrt-ram-t-rrt-� rt-ram-t-rrt-r� �rt-ram-t-rrt-r rt-r - - - � I - - - - � I v j4140 sf 4140 sf P_I I _-P (N HANDICAP SPACES- 14 (14 REQUIRED) P 1 - _ _ _ _ _ 236' _ _ _ _ - _ RETAIL OFFICE p 1 P _ _ REi�AIL/OFFICE -- 238' _ 2 1 / I p - P - -- I I� W. SIL VER RI VER DRHA SE 2 PHA SE 1 W. SlL VER RIVER DR 62' — — 57' — — — 17 680 sf _—_ . J COFFEE SHOP _ p ----------- Lu NO 29 0 __ 7500 SF s 11-3C-6G BICYCLE PARKING 1 BICYCLE SPACE PER 25 � � � � � � �� � I � I � I � � � � kp � p � p � I � � 412.59pPpPPPPpPpPPPPpPPPPPP P P P1p1P1P1P P1P /��? PIp1 P 1 p 1 p 1 p 1 p 1 p 1 p 1 p 1 p r-� P1p P1P P1P1P P1p1P1p1P1P1P P1P P p 1 p 1 p 1 p 1 p 1 p 1 p I p 1 p p 1 p 1 P p1p1pIP1p P1p p1p1p1P P1p P1p p1p1P1p1p1P1 �_ STOREF '* CAR SPACE Gv _ RONT I„ -- --'-� I 679/25 27.16 28 REQUIRED BICYCLE SPACES 'N-' GetvvvvvvvvvvvvvvvvVvvvvvvv\ l l �� BIKE PARKING PROVIDED: 30 SPACES I _ ----------- / I -- W. RAMBLIN DR N - - _ - - 313' - - - - - - - � \, , PHASE 3;' C8 2 C7 ---- _ �� E i � 1 -'- NNVVk/VV -------------- -- 17 18 4 3 32 2 2 ------ --_ �__--- ----__- -�-�_ - 9' C20 `� --- -- --- ---- - - - 4 3 I -- -- -- --- - -------------------------- --_, _- ---- - ------- ---------- ----- ----- PHA-- - -- -- -- --- -- ------ -- ------- �j,IN --------- I Q - SE 1 Y - - ---N$946" - - - - - - _ --------------------- PMB Q1� 1 -- -- 628.63' - - - 0 1 - --------------------------------- ---------- -------- W _ O 02 03 � ® � 05 � ©� 8� ® � O � -------------------------------------------------------------------------------------------------- O� O N00 __-_ ,517 640 s 3,520 sf ,520 sf ,640 ,640 3,520 ,520 s I .640 ,520 s1f, f I Z ' 110.38 O - O � i , a. 1 J - - - - - - - - - - - - - - BLOCK 4 --------, I 0 p �+ ' I w ZONE R-8 � O li �C I � i 1 0 I 4' 3 ' 32' 32' t 32' t 24' t 32, 1 w -- -- -- -- I I I a v) o " i 149.80' 445.11' 1 I w N 89'17 56 W i , 1 z NOTES 415.79' I I \�__N89*17'56"W I I I 860.18' ' ' I 1. MERIDIAN CITY WATER AND SEWER SERVICE SHALL BE EXTENDED TO ALL LOTS. Od ZONE RUT , I I n `J 2. THE SUBJECT PROPERTY DOES NOT FALL WITHIN A FEMA FLOOD HAZARD ZONE. REFERENCE FIRM PANEL I I , ZONE RUT i 1 IN 16001 CO140J REVISED JUNE 19, 2020. 0 0 LEGEND I I I 300,637 sf I o 3. ALL LOTS SHALL HAVE A PERMANENT EASEMENT FOR PUBLIC UTILITIES, STREET LIGHTS, IRRIGATION AND LOT 1 M DRAINAGE OVER THE 10 (TEN) FEET ADJACENT TO ANY PUBLIC STREET. ALL LOTS SHALL HAVE A PERMANENT BOUNDARY --- -- --- I i PHASE 4 N o � o EASEMENT FOR PUBLIC UTILITIES, IRRIGATION AND LOT DRAINAGE OVER THE 10 (TEN) FEET ADJACENT TO THE LOT LINES I i FUTURE COMMERCIAL AREA i I IZ 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 01 i I o r 4. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE APPLICABLE STANDARDS OF THE CITY LOT NUMBER BLOCK 7 I OF MERIDIAN AT THE TIME OF ISSUANCE OF THE BUILDING PERMIT. BLOCK NUMBER EASEMENT > z 5. THE DEVELOPER SHALL PROVIDE PRESSURIZED IRRIGATION WATER TO EACH LOT. ALL LOTS IN THIS SUBDIVISION SETBACK I ' I WILL BE SUBJECT TO ASSESSMENTS OF THE SETTLERS IRRIGATION DISTRICT. CURB GUTTER & SW I I "? w STREET NAME W. ASHTON DR. I PHASE 5 1 LO 6. STORM DRAINAGE SHALL BE RETAINED ON SITE THROUGH SURFACE DRAINAGE PONDS AND SUBSURFACE 1 i HANDICAP RAMP INFILTRATION FACILITIES AS APPROVED BY ACHD. I \ I I 1 SEWER LINE s s 7. COMMON LOTS ARE TO BE OWNED AND MAINTAINED BY THE SUBDIVISION HOMEOWNERS ASSOCIATION OR IT'S WATER LINE "" "" "" " NO 29 02 E I� 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' LOTS 1 & 12 OF BLOCK 3. PRESSURE IRRIGATION FUTURE SFR ' I 8. EXISTING STRUCTURES EXCEPT AS NOTED WILL BE REMOVED PRIOR TO DEVELOPMENT OF THE PHASE GRAVITY IRRIGATION I �o `�`�` BLOCK 4 �I I ' FLOW ARROW ' \ CONTAINING THE STRUCTURE. EXISTING WELLS TO BE CAPPED & ABANDONED PER IDWR SPECIFICATIONS. FIRE HYDRANT ® I moo, `--� i 0 CATCH BASIN 1 BLOCK 5 OWNERS STOP SIGN , EXISTING WATER WELL c'_ 233' I Mw COREY BARYON I \2 _ _ _ _ _ - I I I O OPEN DOOR RENTALS LLC FOUND ALUM. CAP 1977 E OVERLAND ROAD ZONING MONUMENT MERIDIAN, ID 83642 EXISTING- RUT 233' FOUND BRASS CAP � I I PROPOSED- R-40, R-15, R8&C-G MONUMENT I OPEN `s' BLOC BLAKE MAYES I K 4 I 1 1420 W WASHINGTON ST INFILL LOTS BOISE, ID 83702 SEWAGE DISPOSAL MERIDIAN CITY SEWER I 54,540 sf DEVELOPER i � TRILOGY DEVELOPMENT, INC. WATER SUPPLY FUTURE SFR I FUTURE PHASE 5 E SFR 9839 W CABLE CAR ST MERIDIAN CITY WATER I 125,944 sf ' r BOISE, ID 83709 I PHASE 5 I 1 I S89'30' 6"E CITY I i 33.00' ENGINEER 1 I O MERIDIAN CITY DAVID A. BAILEY, P.E. BAILEY ENGINEERING, INC. SCHOOL DISTRICT 415.07' 425.06' 232'N89*23 I �I 1119 E. STATE ST., SUITE 210 EAGLE, ID 83616 WEST ADA 0 _ �I 210' 354' 330' LARRY LANE SURVEYOR FIRE DISTRICT � IDAHO SURVEY GROUP, LLC MERIDIAN 9955, W. EMERALD ST. BOISE, IDAHO 83704 (208)846-8570 IRRIGATION DISTRICT 0) DATE: of NAMPA MERIDIAN 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 W Z - - - - Z - - I 4) CHINDEN BLVD. 03 Q = z I Y I II -Cc Z o � W _j mg _EP _ _ _ — �P FQ _ _ EP EP EP — EP N d� 04 — — — — P -- — PLt EP_ \i - _-- - ___ -=_ - _ _ -- --____ — — — — — —--- == _ — - — — — —c GG G ---- - --- -- - -- ---=ems L _ ---- ---------- -I + -I- -I- I I T I T T - -- - _ = - - - - - - - - - - - ----------------------------------------- -- -1-- - y h 77 I -----------------------------------� , �I I�ICTd ZONE RUT I P P P P P P P P P P PT P P P P P P P P P P P P P P P P P PIP P P P P P P P P P PIP P PTP P P p P p P P P P P P P P P P PT p P PTP P P P P PTP PTP P P P P P P P PTP PTP P P P T P P P P 1 U �� �� P y t-t t t t l rt-t--t-I-t t-1-I-I-t rrt-��I rt-r-I-t- rt-r rt-r-I-t-r'rt= III I I- �rt-�ti-t�r-t-�JI ILrt-r--t-r-F-rJI IL-r- -I-t-rrt-r-�I 650b S I I I I I I I OF s 8 — \ _ w --- \ ------ o I / I I F w w P I 09 If OD o -P of SCE -4- -��_� �_� o ICI --- I SSMH FlO \ III P PIP PIP PIP PP P � P�IpI�-pI�'yIP PyIP I pr 1 I� I I r l� \ +'7 --- �� ��� A BPS L } } } + / T T T T P P P p P T P P P P P P P P P P _ _ / d� EGR I I P P P P P P P P P P P P P P P P P �- �I P4 P-rp I�� P 4P p P P P P p P I I I I I I I P r TUMID ��' - `., e p I --P P V �.� p - -T- - -_ - -P I i x I CHECKED BY: _ r ����� I I I I I I I I I ZONE UT 0 �, — p 3 p - I I I I I I I I i DRAWN BY: I V 12 1 \ I p I y , I ,� I i p o -I I m I DAVID A. 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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. 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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 ADJACENT PROPERTIES FOR = o N BLAYDEN SUBDIVISION � Na) T w LOCATED IN THE NE 1/4 OF •i z SECTION 28 T.4N., R.iW., B.M. MERIDIAN, ADA COUNTY, IDAHO = Z 2024 a W Z Rw W '� Z w I •� � o Y '_ Z oM W 0 `° lr_� m � z w N !n V m I S��N AL FN S TE'y�O��G�c� a N � DPI p FOF �� CHECKED BY: DAVID A. BAILEY P.E. DRAWN BY: DAB/DES I ZONE R-8 SO421438400 ZONE R-1 5414 W CHINDEN BLVD SO421438700 TOMLINSON FAMILY TRUST 5220 W CHINDEN BLVD ZONE R-8 DOWNS AUCTION INC R000000000000 ZONE C-C 1000 SOME ST GUY, SOME oo - ZONE RUT oo R8528460511 W ILVER ER ST ZONE R-8 ITRILO D W�W I J AS OCIATI()N INC C) c>(-n 0C)=Oo O �7D—J Z m �ZO ol *Z11 o=o oN ZONE RUT = 00 un ;u Z O r N m 0 Z CD SO428111201 N m rn 0 6305 N BLACK CAT RD SEXTON, CRAIG A p SEXTON, JENNIFER K RN 3BCKOA 6280 CAT RD PINE STREET LLC _ ZONE L-0 � I I I I � I ZONE RUT R5358700105 1 W CHINDEN BLVD IRBY, JON IRBY, CATHLEEN - 0.'o I I ' I Z 0 a - U) � o � w W oo N a 0 ZONE R-8 W o SO428120960 ZONE R-8 � Z N LEVI LN PROVIDENCE PROPERTIES SO4281331200 LLC W CHINDEN BLVD ZONE RUT WEST ADA SCHOOL ' ZONE RUT / DISTRICT I R7330160070 V 4775 W RAMBLIN CT MATSON, JOHN K R7330160060 I t I ZONE RUT I 4685 W RAMBLIN CT CHIDESTER, MATTHEW R1527510060 CHIDESTER, KIRSTEN E 5120 W LARRY LN NEUKOM FAMILY TRUST I o I 3-20-2024 n ' ZONE R-8 ZONE R-8 e R0768180130 0� 4718 W LOST RAPID ELLIOTT, STEVE 'G�tPj,Cpo e W ZONE R you, R076818080120 _ _ 0. 6045 N EXETER AVEMONTO - ONTOYYA, ICHEL KELLY MONTOYA, MICHELLE R0768180110 6031 N EXETER AVE O ' WILLIAMS, SAMANTHA I R /768180100 6017 N EXETER AVE MITCHELL, WILLIAM D I W MITCHELL, JANETH S R0768180090 I \ 6003 N EXETER AVE I / ARSHALL, KENNETH ARSHALL, GEORGETTE A I , I I R0768180080 I 5989 N EXETER AVE I Q R1527510085 MINDER, WALTER D Z 5025 W LARRY LN I MINDER, PAT M CUTHILL, DANIEL MARK I ' I R0768180070 �LJ 5975 N EXETER A E UNDBERG, MICHELLE VEISJ w R0768180060 / 5961 N EXETER AVE PHILLIPS, RICK C PHILLIPS, DEBRA D 1 O O 50 100 200 �/ v i I R1527510100 R0768180050 � O R1527510082 4915 W LARRY LN 5947 N EXETER AVE SCALE IN FEET W LARRY LN BARTLETT FAMILY TRUST I SEVERIN, ROLYN �� ENDURANCE HOLDINGS LLC 3-31-2021 SEVERIN, LINDA _ _ _ _ . _1 OO I I I Q DATE: 05-24-2024 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.IW., 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 cc y � Z O m W Oco 0� 0 1/4 S.21 _ _ _ _ _ _ _ _— S89_24'50"E 1307.08' _ _ _ _� m = NIT� (n N8925 49 W v m s. P P 611.75' - - - - - - - - - - - - - - - -o-- - - - -,- - - - - - - - -- - --- - -- --- -- - --- - - CH/LADEN BLVD. 1307.40 — --- - - - - - - — _ _ _ _ o i w — - - - o 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 F�� 530.46 ® N mu I p FOF � A.8 P� ZONERUT I ------------------------------------------------------------------------------------------- CHECKED BY: NO'39'27"E� FLMWOOD Dft' _ - - II - - - 2�' 2 ' , 2 ' - as' ` ` I DAVID A. BAILEY P.E. W ELMOOD oR6WN BY:260.57 - � - DAB/DES 7 BLOCK®1 1 14,755 sf I I I I I ZONE RUT � I I I SO'33'05"W I° I 1 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 564,155 sf I O I I I 16.00 3 I J I I I I 1s' IO Q O © ' I S89'25'50"E 594.43' O 5 i I I nl I � iM ' MI L nl O MIQ 7, 10,263 sf I ^I UU _ — -- -- -- -- �I.— (n7N�/%�7T 579' -- -- Q BLOCK 1 I I I j I I I I IZ I I I I I I I I I I I I I I I I 4 I of I I I I I I I I ' I I I 1 I BLOCK 1 NO'41'50"E I I _ - - - - - - �I 463' —� — I o) I I I I 32' 128,275 sf 328.66 N , I M I I I i I I I ' I BL OCK 1 '0 I I , I I I I L / �- _ _ 238' I _ _ 238' _ _ N W. SIL I/ER Rll/ER DR - - - _ _ 238' _ _ - s2' - - - — - - - 17,s© sf W. SlL 1/ER Rl I/ER DR --- ----------------- i I W NO.29'04" C28 — M i 1 o , 412.59' --_---------------------------------------------------------- M -- ' ---------- % �i i N BLOCK 1 298' / c27 I o W. RAMBLIN OR - cs _ �� i I Z cli 1 -------------------------------------I------------------------------------- — '' ,00 CS 313' 192' C7 --- ---- � I ����' -------------C38 C2g\``---v—'-- -- ----------------- ------------------------ � C17' 18 24' 32' 32 29' Q— — C20 I`s 24 --- 32' 24' 32' 0�5�4 4�40 33' C39 -- -- -- -- -- — 24 32' —— —— —— — ---- --- ---- --- - - " C9 , �N -- - N8 !2 - - - - - - - - - - � RPM 628.63' W. 1> ® 53' m3 " ,517 sf ,640 3,520 sf 3,520 sf ,640 ,640 3,520 sf 3,520 sf O� O � W P I NO 36 01 E I ,s4o 3,s2o sf 12 i -- - 12 F 110.38 O O I c34 1 T 1 a BLOCK 4 1 ZONE R-8 B OC �C 1 Lu 0 I 32' 24' 32' 32' � I295' T ,� I 26 .27 1 149.80' I I 445.11' I � I w N89'17'56"W ii I � z 415.79' 1 " \—N89*17'56"W 1 I M i 860.18' c ZONE RUT j I I� z 1 I I ZONE RUT I 1 IN I 300,637 sf O rn I I N I z e LEGEND I BOUNDARY --- -- --- I I e 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 �I e LOT NUMBER BLOCK 1 Lot 4 OPEN 13817 PLAZA PHASE 1 BLOCK NUMBER BLOCK 7 I I I LO 5 OPEN 2253 LS BUFF BLOCK 1 Lot ER EASEMENT ° I I BLOCK 1 Lot 7 OPEN 2388 LS BUFFER SETBACK °� \` I I " `� `� I i� BLOCK 1: Lot 9:COMMON 45233 CHINDEN BUFFER CURB GUTTER & SW NO'29'02"E i W. ASHTON DR. `� STREET NAME 523.13 \ I o BLOCK 2 Lot 1 OPEN 12362 PARK HANDICAP RAMP ' �`� BLOCK 4 I / I� 0 BLOCK 3 Lot 1 OPEN 1739 BUFFER SEWER LINE s s s 1 ` �o �� i coI BLOCK 3 Lot 12 OPEN 1481 BUFFER WATER LINE W W W 1 \ \. I col 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 I i � I I FOUND ALUM. CAP O I O MONUMENT I I 54,540 sf FOUND BRASS CAP )-- MONUMENT I QQ 125,944 sf INFILL LOTS ® I I N I I I v °' I S89130'56"E 1 I I 1 33.00 I I 0 ' Q J I I 415.0T 52T 425.06' 232' 0 N89'23'38"W 840.13' ® I G� 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 .