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(MINIMUM 3 LIFTS)
6" - CRUSHED SURFACING
ma BASE COURSE
V MIN. f 1' MIN.
TRENCH WIDTH
MAXIMUM PAY LIMIT
7 FT
NE SUNSET BLVD
TRENCH RESTORATION DETAIL
PAVEMENT DEMOLITION NOTES
THE EXISTING PAVEMENT MATERIALS FOR SUNSET BLVD NE VARIES FROM 6" TO
18" DEEP ASPHALT OVER 0" TO 8" DEEP CEMENT CONCRETE. THIS
INFORMATION IS A RESULT OF TEST BORINGS AND INFORMATION OBTAINED FROM
CITY STAFF BASED ON PREVIOUS PROJECTS. THIS INFORMATION IS
APPROXIMATE AND IS PROVIDED TO ASSIST THE CONTRACTOR IN DETERMINING
THE REQUIREMENTS FOR SAW CUTTING AND DISPOSAL OF WASTE MATERIALS.
NE SUNSET BLVD HAS BEEN IMPROVED SEVERAL TIMES RESULTING IN A
ROADWAY WITH VARYING THICKNESS OF PAVEMENT.
2. EXISTING UTILITY NOTES
EXISTING UTILITY LOCATION ARE SHOWN ON THE PLANS FOR THE
CONTRACTOR'S INFORMATION. THE CONTRACTOR SHALL CONTACT A ONE -CALL
UTILITY LOCATE SERVICE PRIOR TO AND DURING CONSTRUCTION.
3. TEMPORARY STREET RESTORATION NOTES
THE CONTRACTOR SHALL PATCH ALL TRENCH CUTS AT THE END OF EACH
WORKING DAY WITH A TEMPORARY ASPHALT PATCH, EXCEPT THE LAST SECTION
OF THE TRENCH WHICH CAN BE COVERED WITH STEEL SHEETS. THESE
PATCHES SHALL BE COMPACTED WITH A ROLLER COMPACTOR TO A DENSITY
WHICH WILL PROVIDE A SMOOTH, FIRM SURFACE FOR VEHICLES. THE PATCHES
SHALL BE MAINTAINED DAILY THROUGHOUT THE DURATION OF THE PROJECT TO
PREVENT POT HOLING AN RUTS FROM FORMING. ALL POTHOLES, RUTS AND
BUMPS MUST BE REPAIRED IF THE DEFECT EXCEEDS AND INCH IN DEPTH OR
HEIGHT.
4. SUNSET BLVD NE STREET RESTORATION NOTES
FOLLOWING THE INSTALLATION OF THE PERMANENT PATCH, SUNSET BLVD NE
SHALL RECIEVE A 2 -INCH GRIND AND OVERLAY AS SHOWN ON THIS PLAN.
E
WORKING HOURS
ARE LIMITED TO
8:30 AM TO 2:30 PM
FOR SUNSET BLVD NE
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AS -BUILT November 2011
AS -BUILT INFORMA77ON PROVIDED BY RAM SURVEYING & MAPPING LLC
Q DENOTES IMPROVEMENT CONSTRUCTED AS DESIGNED
420 ..................................................................... ...............................
EX. GROUND � ROAD CENTERLNE
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MH #1 Z'
N 187404.74
E 1309573.52
INSTALL NEW 48" MH OVER
EX 8" SANITARY SEWER
RIM= 404.6#
IE8 "N = 394.02
IE8 "W = 394.12
IE.8" E = 39 6.3 - WITH:...... .. .
OUTSIDE DROP IE 8 "= 394.12 (STD. PLAN 402.1)
...:400 ......:...... ..... ....:.. ....:.........:....... :...... .:..... ..:... .:.. ..... ..:........
EX. 8" Concrete_ Sanitary Sewer
EX SSMH 48" GOING 146LFOF8 "PVC(_01L9 o- 1,08%
390 N.187423.47.. ...... :..... .. :.. 0 Connect existing 8 "concrete from east
E 1309425.70 : : into new manhole with outside drop
RIM = 406.64 - -
IE 8" N = 395.58 PLUG 8"N WITH CONCRETE
IE 8" E = 395.58 IE 8"E = 396.58- 395.69:
IE 8" S = 395.79
Sao ..... RE- CHANNEL MH TO FLOW EAST ..... ..... .
EX. 24" Sanitary Sewer - - EX. 22 " Sanitary Sewer:
370 - - -. - -_ .-. -_ . _
EX SSMH 6:0 " GONG.
N 187422.49
E 1309576:76
RIM = 404.6
............... .. .........:... ..:.........:. IE. 24 ". W 36. 8. 92. ..:.........:.........:........
IE 22" E 369.02 � -
IE 8" S = 393.99 WITH A.
H oR4 INSIDE DROP 1E 8" 370.18
S=359007
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WASH :...... ......:... ....:.. ....... ...... ........ . I .......... ......:. (STD. PLAN 402.2) :.........:.... ....... .
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G,STEP 4 CITY OF SANITARY SEWER August Roth Hill, LLC w++^a- N^'�' °�
xoerzoNru, ww \ ' Augue{ 201 1
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SS' ° " "`� °� ' JDH REPAIRS 2011 >
oxE mcx oanx9rk no:
1A V
3— I—uI7, exccEmDMC "T FU Pic nning/Building/Public Works Dept.
S -2
IF NOL ONE INCH NE Sunset Blvd
wN0. REVISION BY DATE APPR "'rArn:H scuE "cccxomcir sxEEr: 2 oF: 5
SI- 131510101017