HomeMy WebLinkAboutPlanProfile - Common Driveway 3.0 Legend
Agency Review Plan Co CU LO
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SD_ SD SD �..F I�
IMW ExistingStorm Drain Not For Construction
SUBDIVISION BOUNDARY '-�' M M
S v--�- — — — -——— — — — —- —- — — — - _— — 1 Q-November-2023 , °' 00
im
o( o o EXISTING MH 1 2 2 MH 2 LOT L)N E i
+ 67.1 LF $" PVC 0.60% o I - - --- -- - --- ---- -- - t�� >% d E
- — - W 5_'_�S'-- 3s S'3�-SS'�sS--�-�'S� ----1--�-. ' . - - - ��' - - - - � N !D
- ( - - - - - . STREET CENTERLINE L 'o v
I SSMH: - _ tw
- 4- -- ,- - ( (- - - - - - h - - - SECTION LINE ua C
179 —Rim= 2592.13 I W. Idaho Ave. t7 C o 4
8» PVC (W) ( i o o �- EXISTING FENCE z J N °}
�s9 ` _ I O ( 2 N Existing Gas Line
?, Inv 2588.88
EXISTING EDGE OF PAVEMENTCU
f EEP EEP EEP EEP EEP EEP
-� -- � may/ EX-W---EX-*-IK -1M\ .Of-W---EX-W---gX-W -EX-W -SEX-W EX-W--EK W-EX W--7(-IY--- -W-DC-Mi----IX-W--f1f-W--EX-�N--EX-MP-tX-W--0t-Y1-Df-W- -W IX-MI=�••• -M-EX-W---EX-*-EX-W--IX-W---IX-YID-EX-Mf
-w--EXW---EXW---EXW EXW EXW EX-W EX-1Y EX � (
- - - - - - - -,----_-- - - _ � - - - -- - - - - - - - - - SAW CUT LINE
- - - - - - - - - - - -- - - - - - - - - -( - - - - - - - - - - -, - - - - - - - - - - - - - - - — - - - -...- --- ---- --------2700 -- -- ----------
3 - CONTOUR LINE MAJOR ► > �'
M
( Q Existing 5-foot sidewalk - - - - 2701 - - - -- - - - CONTOUR LINE MINOR z V) M M
S89'49'40"E 65.67'- - .. -_ _ - - _- `- - HYD - - - - - - - - - - - - - - - - - - - = - - - - - - - - - o m o
EXISTING CURB AND GUTTER v cv cv
- 1 EX-SS—EX-SS—EX-SS—EX-SS—EX-SS-
EXISTING SANITARY SEWER MAIN LINE
25 z ��
1 �=, �--ss ss ss ss ss ss
CONSTRUCT 4-INCH SEWER SERVICE Min.
2 x4 MARKER AND FINDER
r Note; WIRE PER JSPWC SD-512 �o �'`
All Manholes shall have `� 2';0" �`v'i,�RKE\ AND NDER —._U-w EX-w IX-w IX-w IX-w IX-w— z
EXISTING TER IN LINE
concentric cones4
DEVELOPER PROPERTY- °1E�E El;> v,,,�yJ' �.�, 1
EX NG WA MA IN
Construct 30 LF 4-Inch sEE PLANs FOR sTUB Y � 0
C-900 PVC sewer service TERMINATION LOCATION CONSTRUCT WATER SERVICE '
1� Min. slope. See Detail 1.
_ SueS S Subdivision
P(RR PIRR PIRR PIRR PIRR PIRR EXISTING PRESSURE IRRIGATION MAIN LINE
-- _ El. = 2590.22
EXISTING WATER METER
10 0 10
.; � OR 'CAP m 1 LOT NUMBER
Lv w Q
- ZQ o ��
ss EXISTING SANITARY SEWER MANHOLE
/ WATER-TIGHT PLUG OR CAP
INSTALL. SANITARY SEWER MANHOLE
s S1
{ EXISTING FIRE HYDRANT AND WATER VALVE �a5
Seabury Subdivision - -
SLOPE 1% MIN.
- 45' BEND SET 1/2"X24" IRON PIN WITH PLASTIC CAP
INVERT ELEVATION AS 1
4,5
� :r >-% + • LABELED "CENTURION LS 4116"
SHOWN ON PLANS � �� »
( SET 5/8 X24 IRON PIN WITH PLASTIC CAP
CENTERLINE of LABELED "CENTURION LS 4116"
S D-51 1 --A SEWER MAIN
CO
o �
\ FOUND 5/8" IRON PIN c� v
\ _ LABELED AS SHOWN ,�
Standard Sewer Service Connection a� . Cr
y REF.: IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION, STD DWG. SD-511-A. NOT TO SCALE Found aluminum cap unless!e s s o t h e rw i -
P ' ID
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r.0 o 4-4
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0 ,�, 0 m
Keynotes o 0 0
a� � ->d
1. CONSTRUCT SINGLE RESIDENTIAL 3/4" WATER SERVICE WITH 3/4' METER NEAR THE -.� . �
RIGHT-OF-WAY IN ACCORDANCE WITH CITY OF MERIDIAN PUBLIC WORKS STANDARDS. o C)
2. SAWCUT, REMOVE, AND REPLACE APPROXIMATELY 760 SF EXISTING ASPHALT. SEE +- C"'� 00
DETAIL 2, THIS SHEET. ' 0
c
3. SAWCUT, REMOVE, AND REPLACE APPROXIMATELY 100 SF EXISTING CONCRETE ROLLED �;
y , CURB, GUTTER, AND SIDEWALK. IN ACCORDANCE WITH THE ACHD SUPPLEMENTAL a �' a
SPECIFICATIONS SD-702 & SD-709. O Q
_ --- 4. CONNECT NEW WATER SERVICE LINE TO EXISTING 8" PVC WATER MAIN LINE.
I I SEWER -- � v-m a
- T CENTERLINE�4F_ -
TING GROUND, A -- - '' I � 4-
® 0
ti EXIS �, 8 °-
_I_ _ ��¢ Cn
2592vw � � �, �2592
l I �2 3
I I
STATION=0+74.76 � O 0
I s RIM=2592.94
VARIES
k I 8" INVERT OUT=2589.39-(W) NOTES: >-
I _ 2 m
EXISTING MH 1 I A. REFER TO SECTION 307 FOR MATERIALS AND WORKMANSHIP \
w
STATION=0+03.66 REQUIREMENTS. t-
RIM=2592.13- I I
"' I I B. PATCH WIDTHS ARE NEVER TO BE LESS THAN 4 FEET IN WIDTH.
8 INVERT IN-258 .98 (E) I LOCATE THE MATCH OF THE NEW TO EXISTING PAVEMENT OUT OF THE
8" INVERT OUT=288.88 (W) VEHICLE WHEEL PATH OF THE STREET. 2-FOOT CUTS ALLOWED ONLY 0 .o . 0 p- o o. o
ADJACENT TO CURBS. 0-. 0..° 0 0 0 i
q EXISTING o 0 0 0.
f ( I .0 0 0 .o. 0
4 C. TACK ALL COLD JOINT SURFACES WITH EMULSION WHICH HAS BEEN ASPHALT �. o o �. o 0
"BROKEN" 0 .0 0 .0 0 0. 0
y�,a b �� ., ,� a m� . „�, �. - ro„ „W .a d, . a m od a BROKEN PRIOR TO PATCHING. PAVEMENT
2590—�- ��_ � =l 2590
� �p I �
t- s D. THE ACHD DEVELOPMENT POLICY, SECTION
I I INDICATES SPECIFIC MATERIAL THICKNESS PLACEMENT BASED ON TYPE P 4
67.1 LF 8" ASTM D-30344 SDR 21 PVC 0.60% ROADWAY CLASSIFICATION FOR STREET CUTS AND SURFACE REPAIRS. ASPHALT
BETWEEN THE CONTENTS OF THE ISPWC AND ACHD DEVELOPMENT
. I ac-,r�.....-®c-w-- POLICY THE MOST STRINGENT (I.E. THE THICKEST SECTION)
s «..,�.. REQUIREMENT MUST BE MET FOR FIELD PLACEMENT ACCEPTANCE.
g a LEGEND
1. 3/4 MINUS COMPACTED AGGREGATE BASE COURSE, 8 FOR LOCAL
ROADS AND 12" FOR ARTERIAL OR COLLECTOR ROADS, OR MATCH
_w °C- a_w----E-`- EXISTING, WHICHEVER IS GREATER.
a-�-- EX- — EX-*---" k �E� ��NE a-W-EX-W-- "' -- UTILITY WORK NOTES:
ac_w EX-*--- I F)(1 G WA � a_w---EX-W-- � ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL 2• PRINCIPAL AND MINOR ARTERIAL ROADWAYS SHALL BE PAVED 5"
g 4 ac- °X-fir THICK, IN 2 EQUAL LIFTS, WITH PG 64-28, AS A MINIMUM.
W��� ,W,�„�,.�,qq�.�,� A .., ��, d �,;� .�.�„e�..o..��4. „� ..,�;F�, „�,.,�,,,e,.W, m�� �. PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE PLAN. THE d� �v. � ,wN ., ,, �, ,„ �� : � mw �.�np 2588
a pc-w---°� FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF THE ACHD POLICY COLLECTOR, LOCAL COMMERCIAL, AND LOCAL INDUSTRIAL ROADS
ac- - MANUAL.
SHALL. BE PAVED BACK 3" THICK WITH PG 64-28, AS A MINIMUM...
LOCAL RESIDENTIAL ROADWAYS AND ALLEYS SHALL BE PAVED BACK
2.5" THICK, WITH PG 58-28, AS A MINIMUM. ALL PAVEMENT SHALL U
a. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL " .
10 0 10 I I g TO THE CENTERLINE OF THE STREET AND INCLUDE ANY AREA DAMAGED BE 0.50 INCH (1/2 ) MIX. w
v I L BY EQUIPMENT DURING TRENCHING OPERATIONS.
O o 3. FULL PANEL REPLACEMENT REQUIRED FOR SURFACE RESTORATION. 2
HORIZONTAL SCALE: 1"=10' ® p b. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE CUTS ALLOWED ONLY ADJACENT TO CURBS.
-I- TOTAL ROAD SURFACE CONTRACTOR SHALL REPLACE THE ENTIRE
p NOTE: •- ROADWAY SURFACE. ' 4. COMPACTED TRENCH BACKFILL AS PER SD-301 AND SECTION-306
ALL SEWER SERVICES THAT OF THESE SPECIFICATIONS..
CROSS A WATERMAIN ARE
TO SS A WAT MAI PIPE c. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE "
MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF A LANE. 5. CUT ASPHALT IN A NEAT STRAIGHT LINE 12 FROM THE EDGE OF c�
MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL
TRENCH, UNLESS OTHERWISE SPECIFIED. o
LANE. N
CD
d. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE _ w
NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD INSPECTOR, a w m z U_z
DOES NOT MEET COMPACTION STANDARDS, OR TIME IS A CRITICAL w (3 o 3 0° "
FACTOR. Hz Zo Wes; o
e. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN N a � CL M
WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS.
SHEET NO:
Street Cuts & Pavement Repair Details
3 *0
REF.: CURRENT EDITION IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION, STD. DWG. SD-303. NOT TO SCALE
ACHD 2017 SUPPLEMENT REVISION