HomeMy WebLinkAboutSidewalk Plan - N. Black Cat Rd. 3.1 Keynotes , 0
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1. CONSTRUCT 3" ROLLED CURB AND GUTTER IN ACCORDANCE WITH ISPWC ACHD Z O
SUPPLEMENTAL STANDARD DRAWING SD-702. rr rj
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2. CONSTRUCT 5'-0" WIDE CONCRETE SIDEWALK IN ACCORDANCE WITH ISPWC ACHD
SUPPLEMENTAL STANDARD DRAWING SD-709. o
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3. MATCH EXISTING CURB, GUTTER AND SIDEWALK. 'o
1 4. INSTALL LED STREET LIGHT PER CITY OF MERIDIAN STANDARDS. �^ tom
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N. Black Cat Rd. 5. INSTALL FIRE HYDRANT IN ACCORDANCE WITH CITY OF MERIDIAN SUPPLEMENTAL SPECS (7 C: ON c
NOT APPROVED d33 --d33 633 d33 d33 a33 a33 d33 --d33 --d33 -.�a33 --d33 d33EXISTING 12° WATER MAIN Lo STANDARD DRAWING N0. WS & W9. J u
3 d33 d33 d33 d33 --d33 --d33 ---d33\ d33 --d33 d33 ---�-d33 d33 d33 d33 d33 d33
}m3 -m3 m3 m3-�. m3-- a �_ ..-- m ---_ m,-- m3 a m3 -ma 0 20 40 6. REMOVE EXISTING BLOW-OFF AND CONNECT NEW 8" POTABLE WATER MAINLINE TO THE y p`� N 3
o \ v \ o EXISTING 8" POTABLE WATER MAINLINE. IF INSTALLED, RETAIN EXISTING VALVE. �r C 3
FOR + _ \ _+ 42.38 41.76 CL 41.61 CL N 0.73% EG 0.29% EGM M O tw<
1 07% 41.88 CL 41.37 CL 40.99 CL + 40.83 CL + HORIZONTAL SCALE: 1"=20' r
- - 1.68% - 4F- 7. REMOVE TERMINUS BARRICADES. c m 00
2.10% 43.59 CL \ .�- - - - - - - - - - - - - - -- - - - - N N - - -
\ - I 1 1N 50. lv lrn U.0Lu .D C'n
CONSTRUCTION 4.24 w o �� 41.17 EG i 2 ►�s40.78 EG 40.56 EG 1� 8. INSTALL INLET CATCH BASIN, TYPE 4, FOR ROLLED CURB (OR EQUAL) IN ACCORDANCE
l 0 42.10 EG yv/ - - - - __ �y41 74 G 41.37 EG 41.32 EEP 40.51 EEP WITH ISPWC ACHD SUPPLEMENTAL STANDARD DRAWING SD-604-A. cn
it _ '� 42.54 EG 42.03 EEP 41.71 fEP �" i
�o 43.14 EG 'y c rc �� to m
h 1.84% 1.45% �0.71%� 41. 4 \ 4 F �0.721\\'" 04 �\��.\\�' � � � � � ��G�� z vi c� M
- _ 1 p 0.75%� 40.65 F 0 7 EE 0.42% 27 EEP 9. INSTALL SEDIMENT TANK PER ISPWC SD-624 AND ACHD BMP-01 WITH MANHOLE
76 EG 1.76% 5 Z03 romps �ao��t�3 FRAME AND COVER PER ISPWC SD-616 AND SD-617. SEE SHEET 4.0.
4 . G 4 . 7 FG - - 41.9 FG a 1.31% as o m O
_.,. *J03 -JO `J03/ j -h=9(13=so3-`J r 9e3- 'Je3--96}-so}= o} �� d, \ -so3-,sB3 . 903 303-s03-`Je3-S9 -'J03 W 'Jea sea- sea--so3- so -�9W � U N N
- + + _ _ _ 1 INSTALL GROUND WATER OBSERVATION WELL (MONITORING WELL) IN ACCORDANCE WITH
43.19 NOW I v _ -
- - .__ -
43.50 FOW � 43.28 B W � iH } � \ - - - - - - - - � ISPWC ACHD SUPPLEMENTAL DRAWING SD 627. DEE DETAIL SHEET 4.0.
43.59 BOW 11. SAWCUT, REMOVE, D REPLACE APPROXIMATELY 65 SF EXISTING ASPHALT.
--N -= FI _ _ �I = FI =FI �I FI FI �I =�I = l = 1 -EI �E - FI -�I II pl
Q
1 S
O `�'
L 3 _ MATELY TING 1 �•
NI NI EI E =�T Nt -- ----- ---- ----- ---- ----- ------ UT R V AN a~ y P�
Z 5 ------ -----------y u: ..::E"
T 42.80 NOW 42.38 FOW \ 41.88 POW < 41.61 IFOW - - - - - - - - 41.37 FOW 40.99 fOW72 �` ---- � 3 FOW 12. INSTALL HORIZONTAL SAND FILTER. SEE SHEEP 4.0. M1 w
O \ 40.52 EFOW
\ \ 42.89 BOW 42.47 BOW 41.97 BO g 41.70 BO 41.46 BOW 41.08 BO 40.92 BOW .� Z
\ 42.96 FOW N O 0 / / O O 13. RETAIN AND PROTECT EXISTING UTILITIES. S�
o \ 43.05 BOW o \ a o / N oo / N
+ 14. SAWCUT, REMOVE, AND REPLACE APPROXIMATELY 1,678 SF EXISTING ASPHALT. J
RIFN-NI F NINN�NINN�RINN NINN NIEL NINN IEE=FIEF NINN NI�� NIA NI�F �- I5) NINN RON NIpp�EIE& �N� FP NR NINN�i;INN EIEN FIFA R155 RON EINP77
��� / r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -/, 1 � 15. TAP EXISTING 12" LINE ADD 12" FLANGE GATE VALE AND 12"X8" FLANGE REDUCER.
< /� O / I CI 16. ADD NEW ASPHALT PAD APPROXIMATELY 120 SE
1�y
a '�
0 3
MP
46' 46.5' 47.5
13' 16.5' - -20'
2' 2' 2'
SAWCUT SAWCUT SAWCUT
w 3' 2.5 w 3' 3.5 w 3' 7'
17't 5' WIDE SIDEWALK NEW 10 w z-3. ' - 5' WIDE SIDEWALK NEW 10' W z 2' 5' WIDE SIDEWALK NEW _10,-
PAVEMENTW
w J rz z u"i• z >�> Y w 2 PAVEMENT z rn Y w z PAVEMENT z n z
J > W W F H M F J W
N 3 VARIES 10'f q� w o ,r N z F 3 VARIES 7.5t _ q� c�z a y z W a VARIES 9't s c��z o z r �/
W U O Q O W{,�{,JJ Mw� N W d O w (, � Q � w� "Lq w g Nrzw v 3 °� rn � > Mo owl CJ Xw ,n Z W I- H
w U O M NW d N U W � W U O Nw M w � d NU aWW NU � �
o o o a W z a N a EXISTING a o o w a N U Q EXISTING o o ,a. W Z n�. N < EXISTING �-+ q_1 p o x
o N w N ASPHALT 14' o w o � 3.07 EX U
o N w N o N �n �- ASPHALT w o N �- ASPHALT
N Y ,n N to d N Y O N N d Z Q
1.75% MAX. W o w 1.75% MAX. W cv W w
3:1 MAX TO 1.75% MAX. �"'`+ w x o 4.31 EX 3:1 MAX TO o X`•- 4.19 EX co w
X .;4 d -
w 14'. o w o 3:1 EXISTING ^� ¢ = z
EXISTING EXISTING 7 7
GROUND /�\//\/. /�/\/// `// - ' : :.: .., . . ..._. \ 2.00% .�---2.00% �__ UN
\/\ �\ \ GROUND /\\//\\/\-' //\/\ \ 7 7 2.00% _.---2.00% GRO D / \/// / o V <n
IX
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CONSTRUCT SIDEWALK IN \�/\�T\//\\/\/\//\\ S� �S SI /\\'/\\//\ \\//\// / / ' //\\//\\//\\//\\//\T\\//\\ SO IS CONSTRUCT SIDEWALK IN
\ \ \ 7H E\�\ \ CONSTRUCT SIDEWALK IN ' `\ ' 7
ACCORDANCE .WITH ACHD //i/ / �/ // /\/ 9/ // j � /// j\//\�j b /ii� ACCORDANCE WITH ACHD //i// /\//`//\//\//\Yj Y/�// / /\//\/ /�/ii�
\� �\/\/.\/\/\'�\�\�\'/�\/\�\��\�\/\ 3 ASPHALT \��T\ \/\�\�\ \�\.1��\/l.�/\�\.�\/\/3" ASPHALT ACCORDANCE WITH ACHD
ASP ASPHALT "�Q
y. y y . , it y m .ir i✓d y J r iy ✓ y Y N i y N 2 iv .'•..dy
.�y ,, y y � y Jy :�� Jy Y y .Jy � y t r ;• .�y �y
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)y y )y r Jr ..r y J�' J� J � J ) Jy >�y � )r y y�Y' y � �� .�y Y �. r� �y .�r y J
N) rNrjy)yJy ?Yy ., J ) )y' 7, Y G ✓rr
SUPPLEMENTAL STANDARD .2 WIDE GRAVEL SHOULDER - 10 OF 3 4 v i i >yy�j�.� �G�'�y�'yy�y'' �r��y�y '') SUPPLEMENTAL STANDARD .2 WIDE GRAVEL SHOULDER - 10 OF 3 4 , v v �y)yN)y y�'•�'J iYyJ;� y�yJ✓ ��4 r�•� Jy Y 'v )y � M -
/ / /T./ /` Y / //i/t,// rr yy J Jy y z' . SUPPLEMENTAL STANDARD 2 WIDE GRAVEL SHOULDER - 10 , V� z
DRAWING SD-709. MINUS CRUSHED AGGREGATE (MINIMUM 95% /4" OF 3/4" / / /�/�j\//\\j/\//\� DRAWING SD-709. MINUS CRUSHED AGGREGATE (MINIMUM 95% 4" OF 3/4° /'. jam/ / j/\///\ \ \ DRAWING SD-709. MINUS CRUSHED AGGREGATE MINIMUM 95%�`4" OF 3/4" \/\/\ \\j\\j� o z a
COMPACTED TO STANDARD PROC 0 pE /MINUS BASE \\/\ 20" OF 6" MINUS COMPACTED TO STANDARD PROCTOR pE SI >/MINUS BASE, \\/\\/\\ T\T\/ ( \�� BASE \/\ \ � /
JO,.,,$ Tj, \ \\/j\/ , j\// ,CTOR,/J� T�•/ �\/\/\/\ 20" OF 6" MINUS>\\ COMPACTED TO STANDARD PROCTOR DENSIiI MINUS / /\\/\y\ 20" OF 6" MINUS
\SUB-BASE / T./T./ /\/�\\ //\\SUB-BAS y /� /.. z// /j\�\\ \ \\SUB-BASE %/ 3 U w
\/\/ /j�/j/� /i// /j /.: / /�//✓/ a r�l Cn
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N. Black Cat Rd. Widening Section Sta. 0+39.65 - Looking West N. Black Cat Rd. Widening Section Sta. 0+73.88 - Looking West N. Black Cat Rd. Widening Section Sta. 1+08.36 - Looking West o o Q w
NOT TO SCALE NOT TO SCALE 7� o
z
48' 46.5' 48.5'
18, 18.5' - 18.5 j
2' 2' 2' o Of =
SAWCUT SAWCUT SAWCUT o V) z
W 3, 5, w 3' S. w 3' 6, F4
z 2' 5' WIDE SIDEWALK NEW 10 w z 2' - 5' WIDE SIDEWALK NEW 9.5' w z 2' 5' WIDE SIDEWALK NEW 9.5 _ w
J J F U' N Z J J 1- U' t0 z J J H U• (O J
Y w z PAVEMENT z_ ao � Y w z PAVEMENT z n J Y w z PAVEMENT z
a VARIES 9't > z .r �n rz :t x Z < VARIES 9't > ���JJ z on z w "x' a VARIES 9't z F z a w
w Of
n 3 w ow w � 9 9 ow �-
w
o a o v z¢ x> EXISTING •,+ o ^ �- ¢ > o x> N w EXISTING o co cV < M >
W d U' �' W U O w O_ U a W U
a w a a v v ,n o d- :r z¢ a a M o a z¢ �n x¢ EXISTING
j, N U a d N Y N O 8- � H d N U p_ W N Y N N u7 w � _a N U p.
U N W N N < ASPHALT U N W N O N y < ASPHALT U N W N o N t- ASPHALT }
3:1 MAX TO 1.75%MAX. 14 w x o g 42 EX 14' o w oW g 2.46 EX a o W
3:1 MAX TO x 3:1 MAX TO X 2.46 EX m
EXISTING 7' - 7' o W EXISTING 1.75% MAX. 7' T W o w EXISTING °� 1.757 MAX. 7, 14 7' w o w o ( .
GROUND /\/j\// // 2.00% w -2.00% 2.00% w -2.00% 0% w
\\\ \\ \ GROUND /�/\�/�\- : : . ` • :.... // / \\ GROUND // .. /\ \ \ 2.00% w �-2.0 Q �
CONSTRUCT SIDEWALK IN ��\�\\ //\//\//\\ 1IS SI . \\ \�/�\^�\\/ /\ CONSTRUCT SIDEWALK IN ��\//\\�\\//\ \\//\\//\\ IS SI //\�\\/\\ \ \// /\\\ CONSTRUCT SIDEWALK.
ACCORDANCE WITH ACHD \ / /.//y�% \/��/�X/\X//x/�\'/\\'%'\/./.�\//%// i< ACCORDANCE WITH AND \//v� � � \/�/�\�/ �\�/��/�/�%\/�� �/ j/ ^R/' "'//\ ACCORDANCE WITH ACHD
SUPPLEMENTAL STANDARD "�2` WIDE GRAVEL SHOULDER - t0a OF 3 4� 3 Pv T SUPPLEMENTAL STANDARD \?2` WIDE GRAVEL SHOULDER - tOa OF 3/4->, 3/��HA SUPPLEMENTAL STANDARD \\'�2` WIDE GRAVEL SHOULDER - 10� OF 3/4\ 3/A HjLT
y y .,
y:r Lr � y J Y ) N i N ✓ N Jv N '• i it ✓y .�r Jr rid J r >Yr ,r N J r Y, r eY .y.,. d iv N � 2rr✓Y 2 N
J N� �i� � '• ✓Y Y Y i ., Jd J,d y ,. ,� N N N Y ✓ ✓.r
/ jl/i:/i./l .r„s'rJ% )y \ " j� ,/ .�'' y»)��y));5'
y Jy,r y N N N 2yJr r • Yi
DRAWING SD-709. MINUS CRUSHED AGGREGATE (MINIMUM 95%��4 OF 3/4 \/\ �j\��,,\� DRAWING SD-709. MINUS CRUSHED AGGREGATE (MINIMUM 95%:// OF 3/4" / \\\\j DRAWING SD-709. MINUS CRUSHED AGGREGATE (MINIMUM 95% /
COMPACTED TO STANDARD PROCT9R�E �1fl\ MINUS BASE \/\/\ 20/OF 6/MINUS>\\S\\ COMPACTED TO STANDARD PR C ,E SITU\\,MINUS BASES/\/\/\ \/� \ / / /\
v r✓ ,,,,/jzi/ai/,✓/�/j// /% `// O>JIgT� i, // ///\\\ \\\/,20" OF 6° MINUS/\//\ COMPACTED TO STANDARD PROCTOR DENS\ MINUS BASS \/\\\ 20" OF 6" MINUS:
N. Black Cat Rd. Widening Section Sta. 1+54.85 - Looking West N. Black Cat Rd. Widening Section Sta. 1+66.11 - Looking West N. Black Cat Rd. Widening Section Sta. 1+84.60 - Looking West
NOT TO SCALE NOT TO SCALE NOT TO SCALE
49' 50' 50,
I
19' 19.5' 20' �
2' 2' 2'
SAWCUT SAWCUT SAWCUT 0 w
3' 6.5' w 3' 6.5' 3- T
z 2' 5' WIDE SIDEWALK NEW 9.5' w z-�2' 5' WIDE SIDEWALK NEW 10' w z- 2' S WIDE SIDEWALK NEW 10'-
VARIES
J J U'
rc PAVEMENT z '? J Y z PAVEMENT z pJ J Y w
9't > VARIES 9't z z o x PAVEMENT W z F
co ao w Mow w � z w m 3 rn w Mew � x w u� z w N 3 VARIES 9't co i� w �w Lq � �
U > Of M M (g N > W X
dp W a o U a U O> EXISTING o o a o ¢ o W> N W o o ao- W a c�>
O O W E N W
z a x¢ ,t d. o a z a x a EXISTING x O oo- z¢ x¢ " EXISTING
a N Y O N u7 w F-2 N U d 6. w LL) -2 N U
U N W N O N U < ASPHALT U N W N O N N ¢ ASPHALT N U N N W N O N N H d ASPHALT o
3:1 MAX TO m 1.75% MAX. 14' o X o 2.10 EX 3:1 MAX TO 1.75% MAX. 14 w X o 2.17 EX 3:1 MAX TO ' >< 2.66 EX
EXISTING T T 2.00% w -2.00% EXISTING 7 J 2.00% w -2.00% w EXISTING 1.75% MAX. 14�7, o W o
GROUND \//\/ / \ GROUND \//\\/ / \ GROUND /r\Sto6\>THI!
2.00% w
/ / W
\ \ \ \ \ \ o
I\ \\ / o
/ / / /
/ �/ / i / / / / / / / / / /i / / /i/i /
CONSTRUCT SIDEWALK IN ' /\/\//\ / /\/ SO S SI /\ \ \ \ \/ CONSTRUCT SIDEWALK IN ,\ \ \\\\�\\ \\ SO IS SID �/\\\ \\/ \\/ CONSTRUCT SIDEWALK IN , �\ \ \ACCORDANCE WITH ACHD /v / �/y/\�//�'/\'/\�/ //�/ /\/ w " ACCORDANCE WITH ACHD \� /\�/ \�/\'/\�/\�/\l/\�/\�/a\� \// ^ ' ACCORDANCE WITH ACHD \ /�/
SUPPLEMENTAL STANDARD \��2' IW DE GRAVEL SHOUL �/10" OF 3 4� 3 ASPHALT SUPPLEMENTAL STANDARD �'?2 WIDE GRAVEL SHOULDER - 10 OF 3/4 3 ASPHALT SUPPLEMENTAL STANDARD \' 'WIDE GRAVEL SHO L ED Ru 10 OF\3%4 /3" ASPHALT 3 m z oZ
7yi7 �. e yiY .� �Y'y ' Y y N i' Y •.N L ✓' i
J' i'"iYJ iy > Jy .. vJ y, yjyN < > •JY. yYi iriG i'.
y Jy Jy�y y Y 4 .S �;•• j.S .Y.G Jr Jy)r
/�//�/lam/.` 'ld' �/T�//�/l` •JSr2ri. iY Y,y l O
DRAWING SD-709. MINUS CRUSHED AGGREGATE (MINIMUM 95%:`4" OF 3/4" / / /i/i//: i/ /\\j/� / DRAWING SD-709. MINUS CRUSHED AGGREGATE (MINIMUM 95%a/j4 OF 3/4" //// //\\j/\\/\ DRAWING SD-709. MINUS CRUSHED AGGREGATE (MINIMUM 95%://4" OF 3/4" z o
COMPACTED TO STANDARD PROCTOR DENSITY MINUS BASE\ \\�\ 20' OF 6° MINUS>\�� COMPACTED TO STANDARD PROCTOR DENSITYy MINUS BASE �\\\ \\ '20" OF 6" MINUS \\�\� COMPACTED TO STANDARD PROCTOR DENSITY\<,MINUS BASE,/\\/\\ \ \\ z u a c� o
ai✓/i/li/T /ri/.//>,/// // Y / /, /�// aizi/NN/iY/i`/a / //\//\/�\ 20° OF 6° MINUS j//\ U ¢ _ 0
/.B/ v/ \ SUB-
SUB- r `\\�\/\ \SUB-BASE
SHEET N
N. Black Cat Rd. Widening Section Sta. 2+14.08 - Looking West N. Black Cat Rd. Widening Section Sta. 2+66.12 - Looking West N. Black Cat Rd. Widening Section Sta. 3+20.55 - Looking West 1
NOT TO SCALE NOT TO SCALE NOT TO SCALE . 1