HomeMy WebLinkAboutC2_Tables PRELIMINARY PLAT TABLES FOR
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Curve # Radius Length Chord Bearing Delta 15' LOCATED IN THE NE 1/4 OF •i z ui
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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
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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
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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
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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'