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Blayden Full Set 20240918
Q p U P LAN SHEET INDEX PRELIMINARY PLAT FOR — UNPLATTE ' cis = Q N FAIRBOURNE Q `" BLAYDEN SUBDIVISION Common Lots NPLAE SUB. NO 2 I PUMA USA BDIVISION (� N T Lot Area Type SHEET DESCRIPTION Q — _ w. CHINDEN I BLVD. _ .= z c LOCATED IN THE NE 1/4 OF SECTION 28 T.4N., R.1W., B.M. 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 Y € - _ _ a� z I BLOCK 1 Lot 4 OPEN 13817 PLAZA PHASE 1 2024 a PP-2 - LOT AND CURVE TABLES 0 = a BLOCK 1 Lot 5 OPEN 2253 LS BUFFER BLOCK 1 Lot 7 OPEN 2388 LS BUFFER PP-3 - PRELIMINARY ENGINEERING N SUBDIVISION TRIII I ILOGY N I I • _ 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 RAMBLIN �' Lu a BLOCK 3 Lot 1 OPEN 1739 BUFFER OFFSITE I 2 z o PP- 6 - EXISTING CONDITIONS SURVEY cs U) i BLOCK 3 Lot 12 OPEN 1481 BUFFER W O co PP-7 - ADJACENT PROPERTIES PROJECT _ � o PP-8 - LOTS & BLOCKS CH/LADEN BL VD. SITE �� 5 NZ o BAINBRIDGE I V � m PP-9 - RAMBLIN OFFSITE TO RUSTIC OAK 0 NO. 1 COMPTONS SUB - UNPLATTED NO. 2 U F-1 J ' I m I`\ SS� s r�RN0��� -- -- -- -- -- -- -- ----�-- -- -- -- -- o- -- --�-- -- -- --�-- -- -- -- -----e-- -- -- -- ---o-- -- -- -- i===� VICINITY MA ................................ 4�0 `moo -------- _ �� ® ��TM SLO 1 500' BAINBRIDGE NA I KF -------- I ------------ ; UGH N0. 3 , -- - -- - - -- �� U 9T OPT � EMERGENCY ACCESS OO I I F OF _ I I DEVELOPMENT FEATURES ��ID A.16 P P P P P P P P P P P Pill P p P p P P P p p P p Pip P}P P}P P}P P f P p P t p p{p p f P P}p p P p P P p - -- - - - - - -- - - ------------------------------------------------------------------------------------------ c J l + r ACREAGE CHECKED BY: L_J P}PIP}PIP}PIP}P T } u } } } } pIPIpIP PIP P PIP PIP PIP P P P P PIP PIP PIP P PIP P P{PIP{PIP{PIP{P PIPIP 1 _ _ I ��� TOTAL PARCEL-35.29 ACRES DAVID A. BAILEY P.E. I — �—T—' T—� i — rt r� t—rrt—r rt r�—t—I—rt—r — 1 I I I rt—rr—t-l—rt—r — I rt—r—I—t—I—rt—rJl I I I I I I I I I I Irrt—r—I—t—I—rt—rJl I rt—r-1—t—I—rt—r I I o I rt—r—I—t—I—rt—r I I I I I I I I I I I I P _�/ ELMWODD DR _ o 0 o DRAWN BY: _ _ o _ P 65010 sf I I I I I I I I `�` DAB/DES o W ELMOOD DR o - 041 P o ! ! o _P 1 I I I I _____ LOTS +11—+-11—+-111—+—a1— i +11—�+11—+-11�+-1+ +11—+—�11—+-11�+-1� ��1—��1—+-1��-1� �—��—+—��—� �—��—+—��—� � �—�—�—+—��—� I I I I I I I I I 1 P _ �I� T T _T i_T T_i T _T i_T LIB T T _T i_T L T-i T _T -T I � I �I I I --- I I I I I TOTAL LOTS -26 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 I + I I I P O B OCK`' I I I I I I x P PiP PiP PiP PiP P P PiP ' r+r1 ~TP 'Ir}P J PiPiP}PiPiPiPiP P P+P P}PIP}PIP}P J p $$ 14,755 sf WELLING UNITS-322 iiiiii iiiiii iiiiii IIIIII iiiiii ii ii iiii iiii iiii 0001�00 P p - - - ,3 sf P . ._ P 000100�-P_i- P - I P - - - P 000�0� P - - - - - - - - --P I i i i i i i i i O i TOTAL D P p =I I I P P I P 1 m P m �-� -- ----- -- M --- � P P I I I I I I I I BUILDABLE LOTS- rt-P ml f I P P - m rt-- In �� ---- I __- ml =1 ml P P h P I P I I APARTMENT- 1 LOT-312UNITS I I I r _ --- I" I" I � P I i P r �� --- I I J --- ---- I --- --- _ P I P I ., P P _. �r. _ �I 1 P I P _ P J '' - I' - --t I I I I I P p aI 'l ii _—__ C r P L P P p ' P P - _-- _ I� I P Y-- I I I '� p I p 1 r I-_-_ 1 � � P P RE-SUBDIVISION) r -=. -1 _ , �� --- r -' I L I I SF RESIDENTIAL AL-2 (FUTURE RE SU ON) _ P + P - _ � + a^ '� - - L - � _ �. - P- I ; P � I I I I I 1 I I I I � I TOWNHOUSE- 10 LOTS- 10 UNITS 1 � I" I P I P P I L-- .. L s�. � �' In P+ I P P P P P P P � P P P P --- I -- --- --_ — ---- P C 7 P 1 - L--I P I � I" Ly P I P I- P - I p i' I P I I I ------- p COMMERCIAL 4 LOTS + 1 FUTURE rt �,.I ml ml c I P I i P — L.. m Im I P I — _ _ _ —�—_ _ I - --- - ml P I ii - mt -P P n ml j r Iml al ,r - t �J26,764 , COMMON 7 LOTS n < I , I - I ���� I� lu, �, -� sf ---- _-_ - L - P P I Im fDRIVE/PARKING- 1 LOT P --� I _ P ' - - P p ¢I I P p I -- L __ --- f I P ,0 P p -- - - I �L« P P P P P P P P P P P P ILA ILA --_ P P P I P I ! Q P 000000 Im In 564,155 sf - P I mI - --- --- 10 D I 1 00�00 In P P I I I I I DENSITY 4 D ;O P I a „ ' ' P P I I I I I I � I OVERALL DENSITY DU/ACRE-9.12 J 1 I P -P- I --P ® P I� -P -i- P-- I - ® P- I P ® I P 604 sf I 14140 sfi i4140 sfi -------------- ----------- -� 1 --, O --- ml I rl - --- - P Q -- -I---- 1 p 1 - - — P P _.__ _ I" - m p P-- P P OFFICE I RETIAIL/OFFICE RETIAIL OFFICE - - - -� v --- 1 .. -, -P- ��--� �m I P_ m i-P - rt P I ml P Im I Im P- O -P ------- ' ------ I I i i I / I I PARKING (MULTIFAMILY AREA) P P 1 j I P I P .., 1„ irk r i.. --- Q - ------ 1� ,-- P --- O --- O I L --------------- -----J --i �I --- ---Z P I I I P Q I I I I I APARTMENTS 312 UNITS TOTAL P I I P - it P I Y P �'r, -_ --_ 0 P — .. 1. I -- - P I P - W - --- 53 sf 10,263 sf i P -P " ---0 1 �_ P I ----1---- I P it _ P I P 72- 1 BED, 180-2BED, 60-3BED = 312 UNITS 1 Iv I" P V I P I m P 7� j -- — — r � 2,2 Q +—— ..�- P P P --� v I NI --P —I— P-- P I O P — IQ --- j --- _ u N �� P I P I P „ P P -- --f — "I - P_— O P IL -- -- -- -- -- -- -- -- -- — -- �+/f � I I J P Q p m m P I BLI�/� I ! P �S P P P -- -- - REQUIRED SPACES: PER TABLE 11-3C-6 I P I P I u�r I �� I uI i; tiI � � h --- -- —I I p I I � I — — �� — --- I P 4 r P I �`_� r '; 11 ; P ul I 1 ,r 1 P P P 1 BED UNITS REQUIRE 1.5 SPACES/UNIT WITH 1 Im m _ ; ml ml � _ I Im � � I L -- - - rt �� -- -- --- ml ml W -- m. J Im P I P P P P P --- � � I I I I I I P I I p I I COVERED _ I Im P p - h --- L C- F p q P ' JL m P P I 276� sf 276p sf 4140 sf 4140 sf P P I 2 OR 3 BED UNITS REQUIRE 2 SPACES/UNIT WITH 1 I P I 1 _ 0 �7�_ o RETAILyOFFICE RETAILyOFFICE RETAIL OFFICE P I COVERED II - - ------ IJ�����I P p �: `--- --,� P � _ -- O I I I / I REI�AIL/OFFICE P � I P sa v a Iv I - D PL W1 P J P 4 PLUS BED UNITS REQUIRE 3 SPACES/UNIT WITH 2 I P P I E ml 7 C T - P __- �- I � I I -- P i P i �_ P „ Im 1= P ----I---- --- -1 ml a T -P ? �� � '1 • AMENw/IES I P --P - ------ I 1 COVERED ' - P �' ——— .. •- ---- m --- rt-- " P P ;. E t --- - u'� ! I- I P. 6�- •1' 817 sf o P 1 p I' Iw ID ul I Iul P I I � 7 t SF GUEST PARKING 1 PER 10 DWELLING UNITS P P L _P P P_ v " .� I P ul NI P I P �1mpIPIpIP pIPIpIP pIPIPIPIPIPIP pIP ! P ! P ! P ! p ! P ! pIPIpIP PIPIPIPIpIPIpIPIpIPIP STOREFRONT --- — ------ --- — -- — — --- --p -------- P I I P I _ I _ P P + P I P P r IN , p a I p --- I I P I P I — p —I I I P ® y 1 1 1 1 -p-- -- 7 ; I --P -P - --P _ p - I -P -P o 0 1 I --P I 1 I 72- 1 BR x 1.5= 108 WITH 72 COVERED r --- P P I II 'r -P �� P P I P P ,r P P ,r P r P. �— - - - - o - - - - - - _ I --P I 1 I 180-2BR x 2 = 360 WITH 180 COVERED LOCK - --- -- --� 0 o ------ -P-- I I P I f1 w m'' - --- 'I II 1 I �I --P _i_ P-- __P 1I - - l; P I I P - II 1I - - I P I P � 128,275 sf I P 60-3BR x 3 = 180 WITH 60 COVERED Yam— HL I,'1uI Iu I _ I �. . m , •„., t I I —� I _ --- 7— i i i i i i � i i i i --- P P w I --- �- N �� - ��n .L I, I_ H . Iw Iv �� �3� P P I P NIpWI I tg P I �' I;1'uI IN Iv ad t I P �/ PIPIPIPIPIPIPIP PIP PIPIPIPIPI I p REQ. GUEST PARKING 31 —I— 1, J I w 1I J 3 J P Prfl P P P P P P P P P P P P P P P P P P P P P P I / --- --- --- �¢— --- — — �� _--- / iii _ __ -P-- I P _ __ __ _ r _ __ __ _ P PP OCK 1 '. TOTAL REQUIRED-679 WITH 312 COVERED P BL I I- -- -- - - -- ������--P -I- P-- � � 0000�00�0000---- TOTAL SPACES PROVIDE-693 PIP PPPPPP}P P P P✓rPPPPPPif�' - -- - - - --- P}P P{P P{P P{p� P P �p}P p{P PjPiP{P I _ P f p P f p P f p P f p P P p P f p f P f p f P f P P P+P P p P p P p P P p P p P p P p P i 1 ��i P- I p I I TOTAL COVERED PROVIDED: 39x8 - 312 rr t-rrt r rt-r�-t-I rt—r rt_r_I_t_I_rt_t-JI Lrt—r--t—rrt—r III I J I f f f(�7J { { { { { { I 4140 sf 4140 sf P I I P I HANDICAP SPACES- 14 14 REQUIRED I P _ _ _ _ rt-r-I-t-I-rt-r I 1 1� �-r-I-t-I-rt-r I �--IT-IT-I 1� SPACE/OUTDOOR - -- W. SlL VER - - - - - - - - - 17,sso sf P _P I RETAIL/OFFICE SEATING RETAIL/OFFICE P-� p I I ( ) J W. SlLI/ER RIVER DR RIVER DR coFFtt 1sf - — — --- P 7500 SF 11-3C-6G BICYCLE PARKING 1 BICYCLE SPACE PER 25 I pIPIpIPIpIPIPIPIPIPIPIpIPIP IPIPIPIP ' = ., ' r I _ _ _ i i i I I I I I I I I I I FU PPPIPIPIPIPIPIPIPIPP �i ---- _--_��—_ p IP R. ' P P P P P P P P P PP P P P P P P P P P P P P P P P P P P P P STOREFRONT 1 I CAR SPACE G�� I I I I I — --�� �� —��� .� -_-- -- _ I I 679/25 =27.16 28 REQUIRED BICYCLE SPACES I BLOCK 1 I uuuuu I BIKE PARKING PROVIDED. 30 SPACES _ _ ----------- _ - - - - _ W. RAMBLIN DR o - - - _ - ------ ---- ------ -------- -_-_ -_- ---- --- -- ---- ---- --- ---- I __ -------------' ''''' -````` � I Q 130" r - - - - - - - - - � RPM QI 173If 09 sf I� i I� - - v p © 03 ® 05 ' © (2 ® O ,2 IQ IZ Z 3,517 sf2,640 s13,520 sf 3,520 sf2,640 12,640 s13,520 sf 3,520 sf �LI o 2,640 sf 3,520 sf 481 sf I ` OI -- I a --__—I \ I U 1Q - - - - —O- - — - - - - - - IYI 12,362 sf BLOCK 4 I w BLOCK 2 I 1 O ; I 2 21 ; 1 o w -- -- -- -- - I I I Q -- -- -- -- -- I I I I j I I W z NOTES I I I 1. MERIDIAN CITY WATER AND SEWER SERVICE SHALL BE EXTENDED TO ALL LOTS. r 1 I `J I i I I 2. THE SUBJECT PROPERTY DOES NOT FALL WITHIN A FEMA FLOOD HAZARD ZONE. REFERENCE FIRM PANEL 16001 CO140J REVISED JUNE 19, 2020. i I z LEGEND I I 300,637 sf I 3. ALL LOTS SHALL HAVE A PERMANENT EASEMENT FOR PUBLIC UTILITIES, STREET LIGHTS, IRRIGATION AND LOT I I i 1 DRAINAGE OVER THE 10 (TEN) FEET ADJACENT TO ANY PUBLIC STREET. ALL LOTS SHALL HAVE A PERMANENT BOUNDARY EASEMENT FOR PUBLIC UTILITIES, IRRIGATION AND LOT DRAINAGE OVER THE 10 (TEN) FEET ADJACENT TO THE LOT LINES 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 4. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE APPLICABLE STANDARDS OF THE CITY BLOCK NUMBER BLOCK 7 OF MERIDIAN AT THE TIME OF ISSUANCE OF THE BUILDING PERMIT. Z EASEMENT 5. THE DEVELOPER SHALL PROVIDE PRESSURIZED IRRIGATION WATER TO EACH LOT. ALL LOTS IN THIS SUBDIVISION SETBACK WILL BE SUBJECT TO ASSESSMENTS OF THE SETTLERS IRRIGATION DISTRICT. CURB GUTTER & SW I I e �J•J STREET NAME W. ASHTON DR. I ► , 1 6. STORM DRAINAGE SHALL BE RETAINED ON SITE THROUGH SURFACE DRAINAGE PONDS AND SUBSURFACE HANDICAP RAMP INFILTRATION FACILITIES AS APPROVED BY ACHD. SEWER LINE w w w 7. COMMON LOTS ARE TO BE OWNED AND MAINTAINED BY THE SUBDIVISION HOMEOWNERS ASSOCIATION OR ITS WATER LINE ASSIGNS. COMMON LOTS WITHIN THE SUBDIVISION ARE: LOTS 3, 4, 5, 7 & 9 OF BLOCK 1, LOT 1 OF BLOCK 2, STORM DRAIN LINE LOTS 1 & 12 OF BLOCK 3. PRESSURE IRRIGATION `I I I 0 8. EXISTING STRUCTURES EXCEPT AS NOTED WILL BE REMOVED PRIOR TO DEVELOPMENT OF THE PHASE GRAVITY IRRIGATION 1 `�` BLOCK 4 I I CONTAINING THE STRUCTURE. EXISTING WELLS TO BE CAPPED & ABANDONED PER IDWR SPECIFICATIONS. FLOW ARROW FIRE HYDRANT CATCH BASIN I BLOCK 5 I I I uJ OWNERS STOP SIGN , COREY BARTON EXISTING WATER WELL ❑w I \— — — — — _ — i I I MW OPEN DOOR RENTALS LLC FOUND ALUM. CAP O 1 I I I I 1977 E OVERLAND ROAD ZONING MONUMENT 1 \ MERIDIAN, ID 83642 EXISTING- RUT FOUND BRASS CAP v PROPOSED- R-40, R-15, R8&C-G MONUMENT BL OCK 4 BLAKE MAYES I I I I I 1420 W WASHINGTON ST INFILL LOTS ® I I I 11 BOISE, ID 83702 SEWAGE DISPOSAL MERIDIAN CITY SEWER I I 54,540 sf DEVELOPER i 1 O TRILOGY DEVELOPMENT, INC. WATER SUPPLY I I 9839 W CABLE CAR ST MERIDIAN CITY WATER 125,944 sf I d I I I I I I V BOISE, ID 83709 CITY ENGINEER IV I I O MERIDIAN CITY DAVID A. BAILEY, P.E. BAILEY ENGINEERING, INC. SCHOOL DISTRICT 1119 E. STATE ST., SUITE 210 EAGLE, ID 83616 WEST ADA LARRY LANE SURVEYOR FIRE DISTRICT � � � IDAHO SURVEY GROUP, LLC MERIDIAN - - 9955, W. EMERALD ST. I I BOISE, IDAHO 83704 IRRIGATION DISTRICT (208)846-8570 I DATE: SETTLER'S IRRIGATION DISTRICT 2024-05-29 PLAN N ER/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 KPP . 0 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 ._ _q r. Z LOCATED IN THE NE 1/4 OF Z SECTION 28 T.4N., R.1E., B.M. LVIVC I'C-I ZONE C-C MERIDIAN, ADA COUNTY, IDAHO a -� rt 2024 a - = Z W I II cc W � W z CH/NDEN BLVD. �_ Z o I i II -Cc Z o � W _j mg EP EP _ EP EP N !A ft -- -- �- -- —�- — �� - --- - \ - - - - - - - - - — — — f - - -- - - — — EP— - - - - — — - - � m f — — — — — — — — - � -- - - - - - - - - - - - - - - — — — — — — — — — — — — — — —' — — — — — i — — — — -- ----------------=--------------= - --__— --------- G G G G — — — — -= �� ----- �pNAL F G G G G G SS NG PIS PI PI PI PI PI PI PI PI P1—sue q PI��PI PI PI 0 Pf % % % PI PI PI PI PI=�---pl PI PI PI PI PI Po�— I Pt h ----------------------------------------- _1-______-____-_-----_-------------------� 1 �I f f I ---�-- N ZONE RUT I P�PIP{PIP{P 1 �1II P F F P F P PIP PIP�PIP�rP P+PAP{Pi {PIP{P PiPiP P P1 PIP PIP P P P P PIP PIP PIP I P P P P P P P P P ' P PP P}P P{P P{PIP P P{P P{P P{P P{PIP P P P{P P{P P}P P7p-ii , P / DPI U J 1 L f L fI \I I I y -rt=r_I_t_I_rt---I- -I --t--I---I-rt �- rt- -I-t rrt-��I I I I I rt-�-I-t- rt-r - I-rt=r_�_t��_� IIII I I I I I I } I I I �-r-�-I-t�r-t-�JI ILrt-�-I-t-r-F-rJI I IL-r-�-I-t-rrt- I I I � I I I I I I I ' Is - --------------�-- -®-- -- -- ------ ----------- --- --- - - ------ --- ----------- --- --------------- ------------------ I II -- 1 o w vv P_ 6 W LMOOD _ oF �CE 4-4---+_I--1_� �_1----F_I- _� 6JON --4_� ------------ SSMH F10 � I I I 1 � � I I � I tp -'- -'-�-Tp�j � -- �_��I-�-����_ �_��_�_��_� � r- I II - ------------ -------------- - _�_ - P}P P}PIP}P P I P P P P -P' P P P P}P P P P PPIPP P P P P P PS I PP P P P P P P P P -+-- -��-+ ~� � r ------p� �-�p l ll - p P P P P P P I I - -TIT I T I T ,,J-,,�1 11 ,,�-,1� I � 1 1 1 --I-------- I P - - - - - F - Q P v T T -T - T T -T -T _ � — TL �Pt ITT T -JI P II I X P I y P o 1Duo _�_ i____ / I I II CHECKED BY: VV I I I I I I I I ZOtJE UT 0 DAVID A. BAILEY P.E. \ 2 1 I J J �' - P P P I \ P �� 0 �� I I / P 1 _ � P I - - ---- - I J p I 3 I I ; III I I I I I I I I m p l SSMH G1 -- - - 0 00 I I 0 10 0 SSH E PIP - I SSMH Al2 �I s - I+-- _ _j _- --�v — DAB DES I I P a I 4 1 - SSMH - p f� u P I I O P J O -L 9� E P 3 C P P __- P P 2 I j P '. 0 I - O I -P - IP ml o t 1 i P P t5 I$ T 'P7 r r-i T / } _ f I O " m o P 3 �P 1 �I �h� �$ t P l w -- \ I 17 5 I_ m m I � SSMH F9 I I I I �- ml I P Ia-- P 1o8 P I -_- -------_------SSMH D5 I 7 t g o P T L- - --r . �P I �� I i - ®® - 71 7 0 �PA/1 i r — .7 r y� In I 16 6 - --------------- ----- _ o SSMH F8 P P qq' - I P , i�� ' I ��L --� �-- t mi I �J L.J LI �J I 3 I E LJI / I � I LI a RJJ I P U LI tl�l I I rn P � � P O ?-SI 1 T � Is O � I I � O ---- I 4- _p I I s p a P I P I I III P I -�P I I I P --�- +`I 14140 sfl ----- ————— ——— ——————————- N I p 1 I O "I 1 p r I P N A J -�- I ® I I i P ® I 604 sf I III I 1 14140 sfl fiP I - p Ip?kk -- O ��pp �y o I Q P I •� — P I p OFFCE I REI�AIL/OFFICE REI�AIL/OFFICE - - � _L m g; I P I I I 4tl �A� m - O �� �� o I I; I P I P Im d o --t -, ------- ------- I I I I I I I P p 3 P I -P- [[ I I I I I I I �---- ------ ------ I IP I I I I P J � - p I 15 1_ J p- -- = P I IP I - 7-- P I b I I I I I I I I ZONE L- 1 �I _1 _ _P o P 1 -�-- I - _ p --I --t- P �P o o P I I o o - J JP I - -- P I� I P- - _P P� fir+ P IP P o 1�o I p 7 I P c L P I O I I ( -- -- -- -- -- -- -- -- \ - L1 1 iI -F- o p - �- I- I I � I-- --I --h I / I -SSMH F7 --�\ _r � � I - - --� ; > P p — -- _ P I P P I p 6 0 IP P �� w +., I , P I _L_ o� o I oo p I --I--I ---+ y P SSMH F6 i t p O id Ell o tip = H -P — r� � I �p P- I r o o --I - 1 -- - o o -- P b -- I- I p t IP -- O W I I P P } 3 4�3 tip I PI = I I I I P I I a I� p P I I Po --! a-�- I I I I I -_ -�_ I w l p I IP I pIp I 76 sf 276 sf I 1' I P I •� . . � 3 �--I- I J r I PI h 00 00 a p I P hh ao ooa N N f� 14140 sf� - 1 �- i I I oa0000 I I � 14140 s I I R ILyOFFICE RETAILyOFFICE REiiAIL/OFFICE REi�AIL/OFFICE i I P ----------- I �I� J r I �. �T11T1-1 I o P P I I i-pk p I I I ■ P I i p I PLAZA WITH ` i I I I i i 1 I y�3-�P I I r l �I o I i P I JlU1 P ., P I P I J I o - ------ - - - - - ----------- �q ??tt � P I � al � P r � � -� AMENITIES I I I P I I \ tip � �__ �m I p II I p o ,T i� P O I'o I P I a I rP I _p_� 3 I P o � --t - -I---- \ u�f -- 4 0 �' •1 0 SF ,r . I m SSMH I L I �-y ul p Ip P o , P 3 I p- p I� C1� _ , 7500 P p R/ I - =-L =� - P_ — SSMH D3 7 - a a �� P p �_ ALP- -STOREFRONT P __ I I Ti T 1 7' T �7 1-P1 T 7 1� 7 1�� T-I 7 1-P� r-- 4 0P I I D P I I 3 P I P I 3 P I P w 1 1 I I 11 = f P l ITT _. -P-J _T P/ 1 =rII - -i-P-- I P fi6 P 1 P I -�- / SSMH D4 w w w w' W w w 1 _� 3 I p P� -� P ' P p P r P p - - - o / - / _ I 3_I P I Illln e- i I_ I 11 P I p I + P� P li5 0 i-P-- d 3 SSMH A10 P -�- -- - - - �_ -rP ------ I P 00 0 0 .� t1 I p - P-- I I 0'I0 0 0 r �' 00EL -�- 1Ilia 1_1—I_1_L _ _I_1_L1M1_I — iP — I 0 0 il� I / P P P P P P P I I I p //� 'p' / -�- P I �I' P P P P P P P P P P P I �_ Ijj 00 �� _ _ _ _ I: SSMH D2 II I p rir I p P I rri rir T�. -- 0 �0 0 �__ �I - 0 - - - - 0 OC I I SSMH B2 \ I SSMH F5 - - -II- - - ---- -- - - - - - I � p 1 n I 1 PiPiPiPiP{Pip{P P PIP{PIP{PiPtPiP P plplpjplpjplpjplP p pjIS' H2P p P PIP �P P P PI P P p p p Ip °II I P+PIP Plp PIP PIP P P P P P P P P i I TT TT TT TT TT T T r _� rt-r-��-r�=rJ� _LL-��L�-r�e=� ' I /I I r7� �I I -r r -Ir -Ir Ji P I I I�„ _ _ � I / 1 - - — � T - - - - - - --- I 140 sf _L- I w w SSMH H1 -` m �-- _t _ -- 4140 sf SPACE OUTDOOR � W r--W --I w w —��w w w W - W - w - - SSMH D1 I ( REi�AIL/OFFICE 9 SEAT"" H I I I P ----------- I\ - - - o - - o - - - o - E - - _ _ _ _ _ W REiiAIL/OFFIC ----- -911---------------------- COFFEE SHOP __ I I I SM A4 SSMH A3 I I� I I I I I I I Iml I I _-- ' -'- ' -' h l -'- _ SSMH F� I I I I��,� I I I I I I I �I I I _ �I I I I I I I IIII 171 ��I I I I I I I I ] i ,� I I I I I I I ( I I I I I I I I I I I Z�_��_ 1 3 0 I P P P�P P7P�P� 'TP P7P�P� � I 3_ _ _ _ - __ _ _ __� I / - - I �IPiPIpiPIpIPIPI � IPII r PF IPIPIPIPIpIPIPIP P SSMH E1 I I �� -------- SSMH B1 7500 SF � — SSMHIF4 P PPPPPPPPPPP I I I / /- I ) - STOREFRONT ----------� I I I I ! ! - w w I oP —mow w—�—W w _ _ - _ W _ � �;� � � SSMH A2 D I - oL 0 0—� "°"°"� p©p — B 8 B B I�I I SSMH A9 o o a, \ oo — -------------- x --- I W I Y� �■1—�1■ �1111 __ ---- %— =--— ■1 1�= 1�-------- _� — — — 3 \ I f --'' �i _ L���`` ��o w I I N EXIST SSMH - ==—===-===-=—=-=====-—- — // A8 - ---- --- --- ----- ---- ---- ---- - ------------ SS w w - - - - - -_ = - - - - - - - - - - - - - — OR SSMH I % - ------ MH A5I �� w — - - - o - o _ o SSMH F2—w w w w�—w II SSMH A6. --T - - - - - - - RPM (V h7 i / / I \•' ■�RAOC I \ �I v c�i / �`` M N 1 II A ' � I P I II III eRR I \ SSMH Al IIIII sr'nna4 - - - - � J 3 — — — — — — — — — WEST ADA SCHOOL PARCEL \ vIl IIII PI_ I PI PI \ o I I a ID PI�% '` �% r % PI PI PI 2L2 - - - -_- - - - - - - - I / — 1 \ \ asa— aoa o _ _ _ _ EGRG _ b -- _ _ — - _ _ __ _ _ = I ZONE R-8 IIII III 11 _ --- — ---------------- --I-- - -----------�--- _=_-- _ _ �1--- ----------------------- - _- ------ — — _ c� w 11�I1 I�II�� I I - - — - - l — I SSMH 15 0 I I / A \ I II \I w Lu \ \ IIIII I Iw - - - - - - \ \ \ l 4 0 \ IIIII l � � �� I i II \\II I ZONE RUT N o ZONE RUT III I ZONE RUT \\ IIIII AI ZONE RUT v // I \ / I � z �� III i \ iillllll II \ i II IIN1 f I I IIII I I � ; P III I �1 I i i I IIIIIIIII II I � I it II I II III MI i � A IIIII l III 1 II � I \ e 3 I I I I ,IIII I I 1 I 0 � III I I I- I I aI i l SSMH 14 0\ \` I i`RII I �� I /11 w o z e ZONE I I I II ���� v�•���, I I I��� I II I � _ � f 1I I �I� I I I I I n _JI I L.L II \ SSMH 12 — I 1 / (`0)111I I 1 I II / I - -- \\+ \ W W W W W W EGR I I IV I N aI w 0 E / 1 \ o v SSMH 13 =� - EGR I I I Illl s-��s s _� iII I1111 w W l ✓1J , - --_1�� /� I III 7 0 ;;� ; 11II IIIII I I 1 L---� iII III IIII w � � �� � I�11III I � 1 A\ A �' i( IIIIIIiI�II II III II / 11 � ✓ IIIII I I \ — _ — I II I I I I / II i � I i i II IIIII I\ » I f I l l IMIII I II11 ' I II li II IIIII \ I l IIIIIII I� �V\ I� III I SSMH J2 Q Fq 7 7 /i i1111i \ do I i � ---------------- - -] IIII L------------ — — — I I \ I ------ - ------- _ _ _ ------ / ---------_ — — — — — — — — — ------ _ e —wEP w EP W W E�- - - - - -FP FP FP — G \ o _ o_ — w w w W w SSMH 11 — - - - - P w 0 60 0 30 60 120 I - o o _ \ I I w I - g—I--: L.J.-If Vitt .�—$ —. — - - -$�—+-s da g--�-: sT: H E + LINE I \ d 1— d3 d3 - d3 d3 d3 — — — I SCALE IN FEET —��d� _ — — — — - ---- - SSMH J3 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. 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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.. 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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 — .. 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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. 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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. 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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