HomeMy WebLinkAboutTables PRELIMINARY PLAT TABLES FOR
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Curve Table BLAYDEN SUBDIVISION ,a,o � NIs
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Curve # Radius Length Chord Bearing Delta LOCATED IN THE NE 1/4 OFUj
c1 100.00 39.19 38.94 N12'17'34"E 22.27'07" SECTION 28 T.4N., R.1W., B.M. Z
C3 100.00 54.17 53.51 N16'00'06"E 31.02'03" MERIDIAN, ADA COUNTY, IDAHO Z
Parcel Table C4 80.00 125.66 113.14 S45.42'04"W 90'00'00" 2023 a
Lot Area Perimeter Type C5 300.00 160.90 158.98 S74.31'16"E 30.43'45" Z
C6 300.00 248.39 241.36 N82'52'35"W 47'26'22" W Z w
BLOCK 1: Lot 1: COMMON 15681 552 OPEN SPACE C7 300.00 90.57 90.22 N82.03'09"E 17.17'50" :oft UJ Uj Q
BLOCK 2 Lot 2 7075 366 EXISTING HOME Cs 180.00 66.22 65.85 S80'09'41"W 21'04'47"
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cc
BLOCK 2 Lot 3 4346 336 TOWNHOME C9 180.00 73.36 72.85 N78.55'42"E 23.21'04" W °o co
BLOCK 2 Lot 4 3286 322 TOWNHOME C10 334.00 31.41 31.40 N87.11'30"W 5.23'18" J m
zw
C11 34.00 18.55 18.32 N68'52'12"W 31"5'17" v 0
ROW ROW m
BLOCK 2 Lot 5 3243 318 TOWNHOME
C12 43.00 18.78 18.63 N65'45'14"W 25'01'20" 76'-0"
BLOCK 2 Lot 6 4168 325 TOWNHOME C13 325.00 77.05 76.87 N71'28'25"W 13.34'58" 38'-0" 38'-0"
BLOCK 2 Lot 8 3772 301 TOWNHOME C14 76.50 5.93 5.93 S03.17'14"W 4.26'26" i \OAL F
WEST PORTION OF RIGHT OF WAY c�S /VG
SCHEDULED TO BE CONSTRUCTED BY ��' G\STFR 1i1'
BLOCK 2 Lot 9 2709 274 TOWNHOME C15 123.50 34.73 34.61 N09'07'22"E 16'06'43" p
FUTURE SUBDIVISION
BLOCK 2 Lot 10 2654 270 TOWNHOME C16 275.00 7.32 7.32 N69'17'54"W 1'31'29" 1 -0" 5'-0" 12'-0" 3 12'-0" 5'-0" 1'-015'-0" 15'-0" 3
BLOCK 2 Lot 11 3520 284 TOWNHOME C17 275.00 56.85 56.75 N75.58'59"W 11.50'41"
1.75%
C18 275.00 31.87 31.86 N85'13'34"W 6'38'28" t0.25%
BLOCK 2 Lot 13 3315 273 TOWNHOME 1' _--2 00% 1' O TF OF
C19 275.00 24.02 24.01 S88.57'05"W 5.00'15" D A.g P�
,.,aa,. ..a,1ii,�i�;a�ii`i i,`i i�'%: `i� ii i i iT�T`��`ii>" T`i j,�``;�✓:
BLOCK 2 Lot 14 2401 249 TOWNHOME C20 275.00 24.18 24.17 S83.55'50"w 5•02'14"
BLOCK 2 Lot 15 2424 250 TOWNHOME EXISTING 4" OF 3/4" MINUS 4" OF 3/4" BASE CHECKED BY:
C21 275.00 32.82 32.80 S77.59'34"W 6.50'19" CRUSHED AGGREGATE 5" THICK CONCRETE DAVID A. BAILEY P.E.
' ' „ LEVELING COURSE SIDEWALK ACHD SD 709
BLOCK 2 Lot 16 3383 278 TOWNHOME C22 275.00 5.61 5.61 S73'S9'19"W 1'10'10" ( ) DRAWN BY:
EXISTING 20" OF 6" MINUS DAB/DES
BLOCK 2: Lot 1: COMMON 1191 249 END CAP C23 325.00 10.64 10.64 S74.2031 W 1'5234 UNCRUSHED AGGREGATE EXISTING SWALE
»
C24 325.00 32.79 32.78 S78'1015 W 5'46 54 BASE COURSE - EXTEND 1' NEW 3" ASPHALT
BLOCK 2: Lot 7: COMMON 1932 280 PATH C25 325.00 24.21 24.21 S83'11'46 W 4'16'07" BEYOND EDGE OF ASPHALT BLACK CAT TYPICAL BUILDING VARIES 26-32' TYPICAL BUILDING
" EXISTING 3" ASPHALT
BLOCK 2: Lot 12: COMMON 1707 249 PATH C26 325.00 24.04 24.04 S87.26'59"W 4.14'20" TYPICAL SECTION
BLOCK 2: Lot 17: COMMON 1481 235 END CAP C27 325.00 6.42 6.42 N89'51'53"W 1'07'55" NOT TO SCALE
BLOCK 3 Lot 2 3520 284 TOWNHOME C28 13.00 6.87 6.79 S75.33'53"W 30.16'22"
BLOCK 3 Lot 3 2640 268 TOWNHOME C29 31.00 2.11 2.11 S62'22'53"W 3.54'20" 2" CLEAN DRAIN ROCK
C30 31.00 10.18 10.13 S73'44'24"W 18'48'42" C-33 SAND FILTER PERVIOUS CONCRETE
BLOCK 3 Lot 4 2640 268 TOWNHOME SIDEWALK PATHWAY
BLOCK 3 Lot 5 3520 284 TOWNHOME C31 78.00 15.02 15.00 S88.39'46"W 11.02'01" PERVIOUS CONCRETE PERVIOUS PAVERS MAY BE
C32 78.00 5.55 5.55 1 N83'46'56"W 4.04'37" USED AS SUBSTITUTION
BLOCK 3 Lot 6 3520 284 TOWNHOME P/L P/L WALKWAY BETWEEN FOR PAVERS DEPENDENT
C33 31.00 12.29 12.21 N70'23'06"W 22'43'03" 50'-0" BUILDINGS TYPICAL SECTION ON COST & AESTHETICS
BLOCK 3 Lot 7 2640 268 TOWNHOME C34 13.00 6.87 6.79 N74'09'45"W 30'16'22" NOT TO SCALE
BLOCK 3 Lot 8 2640 268 TOWNHOME C35 123.50 34.09 33.98 S07.12'26"E 15'49'00"
BLOCK 3 Lot 9 3520 284 TOWNHOME C36 76.50 14.71 14.68 N04.48'22"W 11'00'52" '-0'5'-0" 18'-0" 18'-0" 5'-0" '-0'
BLOCK 3 Lot 10 3520 284 TOWNHOME C37 205.00 83.85 83.27 S78'58'15"W 23.26'09" 16'-0" 16'-0" 1
C38 155.00 63.39 62.95 N78'S8'09"E 23'25'56" SLOPE SIDEWALK 1.75% f
BLOCK 3 Lot 11 3517 283 TOWNHOME 0.25% PER ACHD SD 709
BLOCK 3: Lot 1: COMMON 1481 235 END CAP C39 205.00 83.90 83.31 N78'58'37"E 23'26'54" SLOPE 2.00% SLOPE 2.00%
�-- -�
C40 13.00 6.87 6.79 N75.33'53"E 30.16'22"
2 1/2" ASPHALT
BLOCK 3: Lot 12: COMMON 1739 240 ENDCAP C41 31.00 12.29 12.21 N71'47'14"E 22.43'03" 4" OF 3/4" MINUS CRUSHED
AGGREGATE
BLOCK 4: Lot 1: COMMON 12362 477 OPEN SPACE C42 78.00 20.57 20.51 S89'17'56"E 15'06'37" 4" - 3/4" MINUS GL 5" THICK CONCRETE
" " CRUSHED GRAVEL SIDEWALK (TYP.) »
BLOCK 5 Lot 6 564155 3308 APARTMENTS C43 31.00 12.29 12.21 S70.2306 E 22.4303 O O 12 OF 6 MINUS PIT RUN (PARKING)
2 1/2" ASPHALT 4" - 3/4" MINUS CRUSHED o000
BLOCK 5 Lot 8 181998 2432 COMMERCIAL C44 13.00 6.87 6.79 S74'09'45"E 30*16'22" PAVEMENT: SP-3 GRAVEL (COMPACTION REQUIRED) o 0
0.50 INCH (1/2") EXTEND GRAVEL AND PIT
C45 275.00 83.02 82.71 N82.0309 E 17.1750' MIX, PG 58-28 RUN 6" PAST CURB. (TYP.) PARKING LOT
BLOCK 5 Lot 9 20376 586 DAYCARE
C46 325.00 269.09 261.47 S82'52'35"E 47'26'22" STANDARD ROLLED SECTION
BLOCK 5: Lot 5: COMMON 38955 2296 BUFFER 50 RIGHT-OF-WAY CURB & GUTTER (TYP.) AS PER
C47 275.00 83.94 83.62 S67'S4'04"E 17'29'21 TYPICAL STREET SECTION ACHD SD 702 NOT TO SCALE
BLOCK 5: Lot 7: COMMON 13821 518 PLAZA OPEN C48 43.00 24.13 23.82 N87'16'33"E 32.09'26"
NOT TO SCALE 13" - 6" MINUS PIT RUN
BLOCK 5: Lot 10: COMMON 6278 429 BUFFER C49 34.00 14.42 14.32 N83'21'00"E 24'18'20"
C50 266.00 25.02 25.01 S87.11'30"E 5*23'18"
C51 15.00 17.99 16.93 N56'20'11"E 68'43'46"
C52 15.00 1.13 1.13 N19.48'31"E 4*19'33"
C53 93.00 115.54 108.25 N53.14'14"E 71*10'59"
P/L P/L
C54 15.00 23.11 20.89 N44.41'24"E 88*16'39" 47'-0, WIDTH PER PLAN
C55 155.00 10.70 10.70 S83.37'17"W 3.57'21" 7'-0" 33'-0" 7'-0" TOOLED JOINT
1" BATTER
C56 155.00 13.80 13.80 S88'09'01"W 5-06'07" 2'-0" 16'-6" 16'-6" 51_0 2'-0"
-as no
u-� 1.75% f.25% SLOPE co 00 Z
f 0.25% 2 -0 14'-6" 14'-6" 2 -0 x
1.75%
f 0.25% K x x p x x °x x x �x x x d
1: x x x xp x x xp xx x x x �xxx x px xxx x
2% 2% ~ 808 x >«x x xx x x *xx x v x x x xx xx v x x xx v x x ASPHALT PAVEMENT N
x xx x x x SLOPE PER PLAN o
4" OF -3/4" BASE 4" OF -3/4" BASE xx x x �y
4' WIDE 5" THICK 4' WIDE 5" THICK o x x x x 0
CONCRETE SIDEWALK STANDARD 2" OF 3/4" MINUS �' y,x x W
2Y2" ASPHALT PAVEMENT CONCRETE SIDEWALK (PER CRUSHED GRAVEL x x x x N o
(PER ISPWC SD 709) ROLLED CURB & ISPWC SD 709) �
6" -3/4" AGGREGATE BASE UNDER CURB 4" -3/4" AGGREGATE BASE GUTTER (TYP)
12" -6" PIT RUN AS PER NAMPA � z
ISPWC SD-702 SOD THICKENED EDGE SIDEWALK DETAIL
V /
47' RIGHT-OF-WAY -NTS-
M\N TYPICAL STREET SECTION I ' I z U
NOT TO SCALE 1�
GRADED AWAY \N\514 -
0
FROM STRUCTURE
TOWARDS PARKING
SIDEWALK
CONNECTION EX I
BETWEEN SIDEWALK CROWN= U(I
& STRUCTURE
-c(P q f 100' ROW e
�0
EX EP EP 35'- 0"
PARKING AREA GRADED AINBY � o I , I
FROM STRUCTURE GRADING DETAIL ONLY VARIES VARIES VARIES VARIES w
TOWARDS PARKING - SUBSURFACE VARIES 6
FOUNDATION FOR GRAVEL
REFERENCE ONLY
\ SIDEWALK SHOULDER �f4'
MAX3.1 MgX3.7
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SECTION 1 1-3H-4-2-D2 0
EXISTING CHINDEN BLVD SECTION 10' WIDE EXISTING SIDEWALK THE TOP OF BERM OR BERM AND WALL
COMBINATION SHALL BE A MINIMUM OF J
10' HIGHER THAN ELEVATION AT
CENTERLINE STATE HIGHWAY
FINISHED FLOOR
SIDEWALK WIDTH ELEVATION
AS NOTED 3'-0" TYP
W
PARKING AREA �- _-
�
.. �6" MIN CONCRETE REVEAL W/
CUT-OUTS AT ENTRANCE(S) TYPICAL CHINDEN BLVD SECTION WITH W
LANDSCAPE BERM
SIDEWALK BUILDING ELEVATION RELATIONSHIP NOT TO SCALE e �..,
-NOT TO SCALE 0-
V
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0
W j
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DATE:
03-19-2023
60 0 30 60 120 PROJECT:
C2020-009
SCALE IN FEET SHEET
1 19 = 601 P .