HomeMy WebLinkAboutPlans (17)CITY OF DIAMOND BAR
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VICINITY MAP
NTS
AGENCIES TO BE NOTIFIED
SERVICES
CONTACT
TELEPHONE NO.
CALTRANS - DISTRICT 7
--
(213) 897-3631
LORBEER MIDDLE SCHOOL
--
(909) 397-4563
L.A. CO. DEPT. OF PW -
(626) 458-1708
OPERATION SERVICES
L.A. CO. DEPT. OF PW -
(626) 458-7117
SEWER MAINTENANCE
L.A. CO. FIRE DEPT. -
(909) 598-4290
STATION 119
L.A. CO. FIRE DEPT. -
(909) 861-5995
STATION 120
L.A. CO. FIRE DEPT. -
_
(909) 396-0164
STATION 121
L.A. CO. SHERIFF'S DEPT.
--
(909) 595-2264
POMONA UNIFIED SCHOOL DISTRICT
--
(909) 397-48000069
WASTE MANAGEMENT
--
(800) 266-7551
CLEAR CHANNEL OUTDOOR
KEVIN KOCIC
(213) 305-0045
LA CO. DEPT. OF PW -
MARSSA MORELOS
(626) 300-3365
ROADWAY
CROWN CASTLE
DAVID ANTOL
(724)416-2180
SC GAS BREA - TRANSMISSION
ROSALYN SQUIRES
(818)701-4546
SC GAS - INDUSTRY
PETER SERRANO
(714)634-5067
SOUTHERN CALIFORNIA EDISON
CINDY VERRENGIA
(714) 895-0188
SOUTHERN CALIFORNIA EDISON -
MIROSLAVA LICON
(909) 592-3761
DISTRIBUTION
SOUTHERN CALIFORNIA EDISON -
RICHARD OROZCO
(909) 394-2814
TRANSMISSION
SOUTHERN CALIFORNIA EDISON -
ERIC LOPEZ
(626) 422-9256
TRANSMISSION
VERIZON - POMONA
ARIEL FATALLA
(909)469-6333
WALNUT VALLEY WATER DISTRICT
ED CASTANON
(909) 595-1268 x267
METROPOLITAN WATER DISTRICT
FRANCISCO FLORES
(213)217-6679
REVISIONS
DEPARTMENT OF PUBLIC WORKS
RESIDENTIAL AREA 3
ROAD MAINTENANCE PROJECT
PROJECT NO.01415
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BENCHMARK: PREPARED BY: ONWARD ENGINEERING
300 S. HARBOR BLVD., SUITE 814 SUBMITED
ANAHEIM, CA 92805
T: (714) 533-3050 REVIEWED
SHEET SCHEDULE
SHEET NO.
DESCRIPTION
1
TITLE SHEET
2
RESIDENTIAL AREA 3
3
RESIDENTIAL AREA 3
4
RESIDENTIAL AREA 3
5
RESIDENTIAL AREA 3
6
RESIDENTIAL AREA 3
7
RESIDENTIAL AREA 3
8
RESIDENTIAL AREA 3
9
RESIDENTIAL AREA 3
10
RESIDENTIAL AREA 3
11
RESIDENTIAL AREA 3
I CITY OF DIAMOND BAR
TITLE SHEET
RESIDENTIAL AREA 3
ROAD MAINTENANCE PROJECT
DEPARTMENT OF PUBLIC WORKS
PROJECT NO. DATE :
01415 3/24/2015 SHEET 1 OF 12 SHEETS
CHECKED BY RCE NO. CHECKED BY RCE NO. CHECKED BY
LCHECKED BY DATE CHECKED BY DATE CHECKED BY DATE
RCE NO.
F: (714) 808-1270
78314 3/24/2015" 78314 3/24/2015 APPROVED
CITY ENGINEER R.C.E. DATE
Justin L. Smeets, P.E. R.C.E. No. DATE
GENERAL CONSTRUCTION NOTES:
1. THE LIMITS OF ALL PAVEMENT TREATMENT ARE THE EDGE OF PAVEMENT
i � I
AND SLURRY SHALL BE OVERLAPPED 2" AT THE GUTTER.
+� I 2. PROTECT -IN -PLACE EXISTING UTILITIES, POLES, VALVES, COVER, AND
/ OTHER MISCELLANEOUS FACILITIES, UNLESS OTHERWISE INDICATED.
+ I 40 * xx I 3. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER AT LEAST 48 HOURS
40 X2'
C) 2 / + t* + O �i i PRIOR TO REMOVAL OF ANY EXISTING IMPROVEMENTS.
\ � O f t 0 0 2 O
41 40 /+ * tx+I O \\ i 4. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF SAWCUTTING TO
O + t* O I I / REMOVE AND REPLACE AC PAVEMENT OR CONCRETE ITEM WITH THE
S� 41x *+ O i \ ENGINEER OR INSPECTOR.
0 0 O 1 43 / / ' 5. ALL BIKE LANE STRIPING AND PAVEMENT MARKERS ARE TO BE INSTA
3 � — _ /, * +t / O 0 0 O 0 ` / i USING THERMOPLASTIC. LLED
0 0 O I / ' 6. ALL CROSSWALK STRIPING ALONG ARTERIALS IS TO BE THERMOPLASTIC.
0
3 tx x t O I I ( I I I 7. ALL EXISTING THERMOPLASTIC LEGENDS WITHIN RESIDENTIAL ZONES
0 O tx * xx SHALL BE REPLACED IN KIND AS THERMOPLASTIC.
43 O 0 O O I t+x tt'+ 43 I 8. BOTS DOTS ARE TO BE INSTALLED ON ALL ARTERIAL LANE STRIPING.
\ 41 ' 40 xtt+++ O 0 O 0 0 43 I I I \*+tx**tx
x 40 O O O 0 O �� `'�t+ *x*t** + 1 - CONSTRUCTION NOTES:
Z / 41 ++ O 6'X 16'
O O O O 0 — — ( I — — \ 2 i 1 PROTECT IN PLACE.
O � O O O II II + 40
O O O 40 1 1 x+x*+ REMOVALS
O
4'X40' 2 L — — O — — __L� O O — — — — xt++� 20 SAWCUT/ COLD MILL 2" EXISTING AC PAVEMENT AND REMOVE EXISTING AC/
0 0 ( f * 4'X77' 2 AGG. BASE/ SUB -BASE/ NATIVE SOIL TO PROVIDE CLEAR DEPTH FOR NEW
_ +**'t*+ O 0 O 0 0 _ _ _ _ _ — I I ++ _ _ IMPROVEMENT PER PLANS, HAUL AWAY AND DISPOSE. INSTALL 2" AC (B2-PG
40 /** *x/ 0 0 O O z I J t + 64-10). LOCATION AND METHOD OF REMOVAL SHALL BE APPROVED BY
I 40 t * 0 O O O 0 0 + + 43 ENGINEER OR INSPECTOR AT JOB SITE.
SAWCUT EXISTING PAVEMENT SECTION AND REMOVE 6" OF EXISTING AC/
4o A3 � � � � �x**/ 00 O O O O O _� I __ � *t --
00 0 O 43 + 4'X16' AGG. BASE/ SUB -BASE/ NATIVE SOIL TO PROVIDE CLEAR DEPTH FOR NEW
wOODVI 0 I t 2 FULL DEPTH IMPROVEMENT PER PLANS, HAUL AWAY AND DISPOSE. INSTALL
41 CT 4o x+� O O / O O -- -- xx
_ t t O 0 I I x t 6" AC (B2-PG 64-10). LOCATION AND METHOD OF REMOVAL SHALL BE
^\ ` 41*t+ + — — O 0 i I �tt*x APPROVED BY ENGINEER OR INSPECTOR AT JOB SITE.
X8 2 + 4
* 4 REMOVE EXISTING IMPROVEMENTS &INSTA
O — — I I I — — O INSTALL CROSS GUTTER PER SPPWC
STANDARD PLAN122-2 GRADE TO DRAIN.
3 43 O 0 O I * +x PRUNE AND REMOVE ROOTS WITHIN LIMIT I S OF PAVEMENT
2 4'X20' ' **x x O 0 O I I — — +t 4'X35' 2 O RECONSTRUCTION. CITY PROVIDED ARBORIST TO REVIEW AND APPROVE
6'X15' O 0 0 0 I + *+/ EACH LOCATION'S ROOT PRUNING PRIOR TO CUTTING ROOT SYSTEM.
2 O O
0 O O I I 43 /
\ LL
+
O O 0 I I + 8 REMOVE EXISTING PCC CURB DEPRESSION AND CONSTRUCT PCC CURB
40 *x+**' 06'X17' 2 4'X55' 40 8'X 2 6'X21' 2 O 10'X18' 2 I 4JX26' 2 / 4X31 2 AND GUTTER, AND SIDEWALK PER SPPWC STANDARD PLAN 112-2, 113-2 AND
— — + 2 — I I I + + 120-2. MATCH EXISTING.
6'X14' 2 40 0 0 40 4'X13' 4'X13'
2 I I I , t+* + 2 REMOVE EXISTING IMPROVEMENTS & INSTALL NEW ADA COMPLIANT CURB
— — — +—
_ 16'X30' I I * +
A * + * tx x * *+ + x + x + + + t + * + 43 0 2 t x� * 4'X10' 2 � RAMP PER SPPWC STD. PLAN NO. 111-4. CASE 'X", TYPE "#" PER PLAN
RAVENW OD T *tx x -++t++ x**+t+ +x+ + x + t* x
DESIGNATION.
* +*++* +*+* '� x + + + * x++*ttx. * +* +.++++ + 2 10'X31' 2
41 40 O + + x x x + + + * + + x + t + * + x+ 8' 30 2 X8' t 40
+ x x x t t t +. t t+ x t t x+ 40 +
t x 2 x
40 41 43 + * x��* * 43 8'X1�I' 40 + + t 43 ADJUSTMENTS
\ O t +*'/**++t 43 ADJUST EXISTING WATER & GASVALVE CAN AND COVER TO FINISHED GRADE.
s ++ * + — t * *t 2 6'X6' — xxt++ 8'X62' 2 '+ * * + '9CFFv O (BY OTHERS)
41 \ q �Q 2 I t� t/tt * 4'X13 *+ + *x t * tt + *t *� � �+*t + 4'X40' 2 41 ADJUST EXISTING MANHOLE FRAME AND COVER TO FINISHED GRADE.
6 �* / O
4'X4' x + x x
* + _ t x + 2 + *J O
_ ! * *+/ \ x * +, * t* 8'X20' 2 4'Xlg 2 42 INSTALL TRAFFIC LOOPS PER CALTRANS STANDARD TYPE E OR TYPE D, PER PLAN.
x + x 43 * , * \
_ t i x x / t t * * 6'X11' 43 PROTECT EXISTING MANHOLE AND COVER IN PLACE.
/r 2
t *tt* / tt+*� ' — tt* *I +* l O * t+*x/ 8'X44' 2 + t +x* x
4'X6' +
2 /* t *x x* t
*x*+ *_++. .x t x + + �� . *+t+ 2 40 *t ***t * ++ tt+'+*�t� w `Y' PAVEMENT TREATMENT LEGENDS:
40 + O t /+ + t + x x + zI
x p x /+ 43 xtt */ ** x* xt x* t ui
+** * * x+tt �C� *t t. * ** 4'X5' t+ * *x t t t *x t * + + h +++++++++++++ KNEED ABATE, CRACK SEAL/FILL, AND APPLY TYPE II SLURRY
+ t* t tx x
3/ 2 /* 43 t tom+ Q w SEAL
i 41 E *t� �+t � \� � x*** 43 ++ 4'X7' 2 xtt+/ w
AGLEC ES p� `++` 43 +tt /+x+/ ++ t x`+ LJ WEED ABATE, CRACK SEAL/FILL (AS APPLIES) AND APPLY
CAPE SEAL.
8'X14' 2
40 /*t*t t+x+ + + x 6'X23'1
1 x * * 2 7/1 WEED ABATE, CRACK SEAL/FILL (AS APPLIES), EDGE MILL
4'X8' * + +
_ 2 * + + + . 4'X13' 40 43 \ t ROAD 6' WIDE (20' AT JOINS), 0"-1.5" THICK, AND CONSTRUCT
40
2 ++ + + * x * x 2 4'X19' 1.5" THICK AC OVERLAY.
i 2 6'X28 + x ¢ 40 I \ 2 43 43
1 /*
4 X14' 2 20'X50' i i `* txtl 43 43 ` _ ` / * "+ * ' � \ i \ 43 SAW CUT/COLD MILL EXISTING AC PAVEMENT 2" THICK AND
2 CONSTRUCT 2" AC PAVEMENT ON COMPACTED NATIVE/BASE
SAW CUT &REMOVE FULL DEPTH STRUCTURAL SECTION,
I I \
INSTALL 6" AC ON COMPACTED NATIVE/BASE (INSTALL
* + \ GEOGRID SYSTEM AS NEEDED).
x ' \
**+**+ \ \ 43
40
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t* + *+ ROC \
43 x + + t
+
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\ \ 43
43
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\ 43
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2 �4'X16'
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+ x
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No. 78314 GRAPHIC SCALE
100 0 50 100 200 c
q� 43 C/VI\ ����low
\
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CITY OF DIAMOND BAR r
ROADWAY MAINTENANCE PLANS
REVISIONS BENCHMARK: PREPARED BY: ONWARD ENGINEERING
RESIDENTIAL AREA 3
300 S. HARBOR BLVD., SUITE 814 SUBMITED ROAD MAINTENANCE PROJECT
ANAHEIM, CA 92805
T: (714) 533-3050 `
REVIEWED
F: (714) 808-1270 PUBLIC WORKS DEPARTMENT
CHECKED BY RCE N0. CHECKED BY RCE NO. CHECKED BY RCE N0. ` i
U'— 78314 3/24/2015 APPROVED_.~ �.� �� ,'��, - �I 1'� 3 �`� �� PROJECT N0. DATE
CHECKED BY DATE CHECKED BY DATE CHECKED BY DATE JUSTIN L. SMEETS, P.E. R.C.E. No. DATE AC��, CITY EN NEE R.C.E. DATE 01415 3/24/2015 SHEET 2 OF 12 SHEETS t
h
GENERAL CONSTRUCTION NOTES:
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REVISIONS
CHECKED
BY
RCE NO.
CHECKED
BY
RCE NO.
CHECKED
BY
RCE NO.
CHECKED
BY
DATE
CHECKED
BY
DATE
CHECKED
BY
DATE
TnFF RD
- - BREp �on►vnN ('I I
BENCHMARK:
PREPARED BY: ONWARD ENGINEERING
300 S. HARBOR BLVD., SUITE 814
ANAHEIM, CA 92805
T: (714) 533-3050
F: (714) 808-1270
i� 78314 3/24/2015
JUSTIN L. SMEETS, P.E. R.C.E. No. DATE
SUBMITED
REVIEWED
APPROVED..
a, CITY ENGINEf K R.C.E. DATE
1. THE LIMITS OF ALL PAVEMENT TREATMENT ARE THE EDGE OF PAVEMENT
AND SLURRY SHALL BE OVERLAPPED 2" AT THE GUTTER.
2. PROTECT -IN -PLACE EXISTING UTILITIES, POLES, VALVES, COVER, AND
OTHER MISCELLANEOUS FACILITIES, UNLESS OTHERWISE INDICATED.
3. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER AT LEAST 48 HOURS
PRIOR TO REMOVAL OF ANY EXISTING IMPROVEMENTS.
4. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF SAWCUTTING TO
REMOVE AND REPLACE AC PAVEMENT OR CONCRETE ITEM WITH THE
ENGINEER OR INSPECTOR.
5. ALL BIKE LANE STRIPING AND PAVEMENT MARKERS ARE TO BE INSTALLED
USING THERMOPLASTIC.
6. ALL CROSSWALK STRIPING ALONG ARTERIALS IS TO BE THERMOPLASTIC.
7. ALL EXISTING THERMOPLASTIC LEGENDS WITHIN RESIDENTIAL ZONES
SHALL BE REPLACED IN KIND AS THERMOPLASTIC.
8. BOTS DOTS ARE TO BE INSTALLED ON ALL ARTERIAL LANE STRIPING.
CONSTRUCTION NOTES:
0 PROTECT IN PLACE.
REMOVALS
2O SAWCUT/ COLD MILL 2" EXISTING AC PAVEMENT AND REMOVE EXISTING AC/
AGG. BASE/ SUB -BASE/ NATIVE SOIL TO PROVIDE CLEAR DEPTH FOR NEW
IMPROVEMENT PER PLANS, HAUL AWAY AND DISPOSE. INSTALL 2" AC (B2-PG
64-10). LOCATION AND METHOD OF REMOVAL SHALL BE APPROVED BY
ENGINEER OR INSPECTOR AT JOB SITE.
0 SAWCUT EXISTING PAVEMENT SECTION AND REMOVE 6" OF EXISTING AC/
AGG. BASE/ SUB -BASE/ NATIVE SOIL TO PROVIDE CLEAR DEPTH FOR NEW
FULL DEPTH IMPROVEMENT PER PLANS, HAUL AWAY AND DISPOSE. INSTALL
6" AC (B2-PG 64-10). LOCATION AND METHOD OF REMOVAL SHALL BE
APPROVED BY ENGINEER OR INSPECTOR AT JOB SITE.
4O REMOVE EXISTING IMPROVEMENTS & INSTALL CROSS GUTTER PER SPPWC
STANDARD PLAN122-2 GRADE TO DRAIN.
5O PRUNE AND REMOVE ROOTS WITHIN LIMITS OF PAVEMENT
RECONSTRUCTION. CITY PROVIDED ARBORIST TO REVIEW AND APPROVE
EACH LOCATION'S ROOT PRUNING PRIOR TO CUTTING ROOT SYSTEM.
8O REMOVE EXISTING PCC CURB DEPRESSION AND CONSTRUCT PCC CURB
AND GUTTER, AND SIDEWALK PER SPPWC STANDARD PLAN 112-2, 113-2 AND
120-2. MATCH EXISTING.
REMOVE EXISTING IMPROVEMENTS & INSTALL NEW ADA COMPLIANT CURB
# RAMP PER SPPWC STD. PLAN NO. 111-4. CASE "X", TYPE "#" PER PLAN
DESIGNATION.
ADJUSTMENTS
40 ADJUST EXISTING WATER & GASVALVE CAN AND COVER TO FINISHED GRADE.
(BY OTHERS)
41 ADJUST EXISTING MANHOLE FRAME AND COVER TO FINISHED GRADE.
42 INSTALL TRAFFIC LOOPS PER CALTRANS STANDARD TYPE E OR TYPE D, PER PLAN.
43 PROTECT EXISTING MANHOLE AND COVER IN PLACE.
PAVEMENT TREATMENT LEGENDS:
+ WEED ABATE, CRACK SEAL/FILL, AND APPLY TYPE II SLURRY
+ +
SEAL
WEED ABATE, CRACK SEAL/FILL (AS APPLIES) AND APPLY
\ CAPE SEAL.
WEED ABATE, CRACK SEAL/FILL (AS APPLIES), EDGE MILL
ROAD 6' WIDE (20' AT JOINS), 0"-1.5" THICK, AND CONSTRUCT
1.5" THICK AC OVERLAY.
SAW CUT/COLD MILL EXISTING AC PAVEMENT 2" THICK AND
O
2 CONSTRUCT 2" AC PAVEMENT ON COMPACTED NATIVE/BASE
O SAW CUT & REMOVE FULL DEPTH STRUCTURAL SECTION,
INSTALL 6" AC ON COMPACTED NATIVE/BASE (INSTALL
GEOGRID SYSTEM AS NEEDED).
Q�pFESS/0�
co co
w m
* No. 78314 * GRAPHIC SCALE
100 0 50 100 200
`P C/VIA
lgTF OF CA��1 " = 100,
I CITY OF DIAMOND BAR I
ROADWAY MAINTENANCE PLANS
RESIDENTIAL AREA 3
ROAD MAINTENANCE PROJECT
PUBLIC WORKS DEPARTMENT
PROJECT NO. DATE :
01415 1 3/24/2015 SHEET 4 OF 12 SHEETS
41
43
6'X33' �` + +� I , 40 2 ++ +
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I I I I I I I I I I I
CHECKED BY - RCE NO. I CHECKED BY RCE NO. I CHECKED BY RCE NO.
CHECKED BY DATE CHECKED BY DATE CHECKED BY DATE
GENERAL CONSTRUCTION NOTES:
1. THE LIMITS OF ALL PAVEMENT TREATMENT ARE THE EDGE OF PAVEMENT
AND SLURRY SHALL BE OVERLAPPED 2" AT THE GUTTER.
2. PROTECT -IN -PLACE EXISTING UTILITIES, POLES, VALVES, COVER, AND
OTHER MISCELLANEOUS FACILITIES, UNLESS OTHERWISE INDICATED.
3. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER AT LEAST 48 HOURS
PRIOR TO REMOVAL OF ANY EXISTING IMPROVEMENTS.
4. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF SAWCUTTING TO
REMOVE AND REPLACE AC PAVEMENT OR CONCRETE ITEM WITH THE
ENGINEER OR INSPECTOR.
5. ALL BIKE LANE STRIPING AND PAVEMENT MARKERS ARE TO BE INSTALLED
USING THERMOPLASTIC.
6. ALL CROSSWALK STRIPING ALONG ARTERIALS IS TO BE THERMOPLASTIC.
7. ALL EXISTING THERMOPLASTIC LEGENDS WITHIN RESIDENTIAL ZONES
SHALL BE REPLACED IN KIND AS THERMOPLASTIC.
8. BOTS DOTS ARE TO BE INSTALLED ON ALL ARTERIAL LANE STRIPING.
CONSTRUCTION NOTES:
0 PROTECT IN PLACE.
REMOVALS
U SAWCUT/ COLD MILL 2" EXISTING AC PAVEMENT AND REMOVE EXISTING AC/
AGG. BASE/ SUB -BASE/ NATIVE SOIL TO PROVIDE CLEAR DEPTH FOR NEW
IMPROVEMENT PER PLANS, HAUL AWAY AND DISPOSE. INSTALL 2" AC (B2-PG
64-10). LOCATION AND METHOD OF REMOVAL SHALL BE APPROVED BY
ENGINEER OR INSPECTOR AT JOB SITE.
3O SAWCUT EXISTING PAVEMENT SECTION AND REMOVE 6" OF EXISTING AC/
AGG. BASE/ SUB -BASE/ NATIVE SOIL TO PROVIDE CLEAR DEPTH FOR NEW
FULL DEPTH IMPROVEMENT PER PLANS, HAUL AWAY AND DISPOSE. INSTALL
6" AC (B2-PG 64-10). LOCATION AND METHOD OF REMOVAL SHALL BE
APPROVED BY ENGINEER OR INSPECTOR AT JOB SITE.
4O REMOVE EXISTING IMPROVEMENTS & INSTALL CROSS GUTTER PER SPPWC
STANDARD PLAN122-2 GRADE TO DRAIN.
5O PRUNE AND REMOVE ROOTS WITHIN LIMITS OF PAVEMENT
RECONSTRUCTION. CITY PROVIDED ARBORIST TO REVIEW AND APPROVE
EACH LOCATION'S ROOT PRUNING PRIOR TO CUTTING ROOT SYSTEM.
8O REMOVE EXISTING PCC CURB DEPRESSION AND CONSTRUCT PCC CURB
AND GUTTER, AND SIDEWALK PER SPPWC STANDARD PLAN 112-2, 113-2 AND
120-2. MATCH EXISTING.
REMOVE EXISTING IMPROVEMENTS & INSTALL NEW ADA COMPLIANT CURB
# RAMP PER SPPWC STD. PLAN NO. 111-4. CASE "X", TYPE "#" PER PLAN
DESIGNATION.
ADJUSTMENTS
40 ADJUST EXISTING WATER & GASVALVE CAN AND COVER TO FINISHED GRADE.
(BY OTHERS)
41 ADJUST EXISTING MANHOLE FRAME AND COVER TO FINISHED GRADE.
42 INSTALL TRAFFIC LOOPS PER CALTRANS STANDARD TYPE E OR TYPE D, PER PLAN.
43 PROTECT EXISTING MANHOLE AND COVER IN PLACE.
PAVEMENT TREATMENT LEGENDS:
+ + WEED ABATE, CRACK SEAL/FILL, AND APPLY TYPE II SLURRY
SEAL
WEED ABATE, CRACK SEAL/FILL (AS APPLIES) AND APPLY
CAPE SEAL.
WEED ABATE, CRACK SEAL/FILL (AS APPLIES), EDGE MILL
ROAD 6' WIDE (20' AT JOINS), 0"-1.5" THICK, AND CONSTRUCT
1.5" THICK AC OVERLAY.
OSAW CUT/COLD MILL EXISTING AC PAVEMENT 2" THICK AND
2 CONSTRUCT 2" AC PAVEMENT ON COMPACTED NATIVE/BASE
OSAW CUT & REMOVE FULL DEPTH STRUCTURAL SECTION,
INSTALL 6" AC ON COMPACTED NATIVE/BASE (INSTALL
GEOGRID SYSTEM AS NEEDED).
/OpFESS/Al
C�
m
_ cn xm
* No.78314
s CIVIL
OF CAL�F��
GRAPHIC SCALE
100 0 50 100 200
1 " = 100,
I CITY OF DIAMOND BAR I
ROADWAY MAINTENANCE PLANS
BENCHMARK: PREPARED BY: ONWARD ENGINEERING
RESIDENTIAL AREA 3
300 S. HARBOR BLVD., SUITE 814 SUBMITED ROAD MAINTENANCE PROJECT
ANAHEIM, CA 92805
F (714) 808-1270 REVIEWED PUBLIC WORKS DEPARTMENT
78314 3/24/2015 APPROVED t li 21cl`I 3'1 PROJECT N0. DATE
Acnuc� CITY ENGI R.C.E. DATE 01415 3/24/2015 SHEET 5 OF 12 SHEETS
JUSTIN L. SMEETS, P.E. R.C.E. No. DATE
�\ \, \\ BREA CANYON RD
8'X10' 3 5 40 \ \ \
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GENERAL CONSTRUCTION NOTES:
1. THE LIMITS OF ALL PAVEMENT TREATMENT ARE THE EDGE OF PAVEMENT
AND SLURRY SHALL BE OVERLAPPED 2" AT THE GUTTER.
2. PROTECT -IN -PLACE EXISTING UTILITIES, POLES, VALVES, COVER, AND
OTHER MISCELLANEOUS FACILITIES, UNLESS OTHERWISE INDICATED.
BREA CANYON RD 3. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER AT LEAST 48 HOURS
_ PRIOR TO REMOVAL OF ANY EXISTING IMPROVEMENTS.
- - - - 4. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF SAWCUTTING TO
O REMOVE AND REPLACE AC PAVEMENT OR CONCRETE ITEM WITH THE
� 0 *++ I ENGINEER OR INSPECTOR.
7 LU Z +
0- 1 I++++I 5. ALL BIKE LANE STRIPING AND PAVEMENT MARKERS ARE TO BE INSTALLED
O z' ++++ I I USING THERMOPLASTIC.
4'X85' 2<4'X524'X9' 2 40 6'X73' 2 40 43 20'X13' 2 6' 113' 2 U Q + + 4'X11' //
�ASTLE ROCK D / 6. ALL CROSSWALK STRIPING ALONG ARTERIALS IS TO BE THERMOPLASTIC.
U ++ 2
- - - - - - - - - - - - + +++. 43 7. ALL EXISTING THERMOPLASTIC LEGENDS WITHIN RESIDENTIAL ZONES
+ + + ++++ + / SHALL BE REPLACED IN KIND AS THERMOPLASTIC.
\\\ \\ \\\\\\\\\\+/8. BOTS DOTS ARE TO BE INSTALLED ON ALL ARTERIAL LANE STRIPING.
T T_
6'X1 7' 2 43 6'X46 2 2 0
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\ /
20'X16' 2 43 1 PROTECT IN PLACE.
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\ �\ I\ � 12'X55 REMOVALS
3 5 I I i / // \\ �\ \ \ \
- \\ \ 22 SAWCUT/ COLD MILL 2" EXISTING AC PAVEMENT AND REMOVE EXISTING AC/
\ / AGG. BASE/ SUB -BASE/ NATIVE SOIL TO PROVIDE CLEAR DEPTH FOR NEW
IMPROVEMENT PER PLANS, HAUL AWAY AND DISPOSE. INSTALL 2" AC (B2-PG
\ / 01X105' 41 64-10). LOCATION AND METHOD OF REMOVAL SHALL BE APPROVED BY
\ \I 2 / ENGINEER OR INSPECTOR AT JOB SITE.
I /
\ 4'X7'I 3O SAWCUT EXISTING PAVEMENT SECTION AND REMOVE 6" OF EXISTING AC/
\ 2 \\ 4'X28' AGG. BASE/ SUB -BASE/ NATIVE SOIL TO PROVIDE CLEAR DEPTH FOR NEW
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� �� \ I 2 � --
4 X27 2 / 6" AC (B2-PG 64-10). LOCATION AND METHOD OF REMOVAL SHALL BE
40 A q 4'X19' 2 4'X22' 2 8' 8' 2 40 4'X30' 2 APPROVED BY ENGINEER OR INSPECTOR AT JOB SITE.
6 \ 6 _ _ _ —� —J
- - - - REMOVE EXISTING IMPROVEMENTS &INSTALL CROSS GUTTER PER SPPWC
-- -- -- -- -- O 2 � ,� I 4'X80' 4
+' + + T+ + CKEO CREK,'D/� 20'
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9' 2 20'X17i 2 STANDARD PLAN122-2 GRADE TO DRAIN.
+ + + + + + + + T 6'X30 2 O PRUNE AND REMOVE ROOTS WITHIN LIMITS OF PAVEMENT
\ + + + + + + + + + 4' X 7' 2 I
4'X201 RECONSTRUCTION. CITY PROVIDED ARBORIST TO REVIEW AND APPROVE
-- - -- -- -- -
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43 43 6 \ A 6 2 2 4'X28' 2 \ + + + + + + 4'X20' 2
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2 2 4'X23' 2 + + - +++++ + 120-2. MATCH EXISTING.
\ 43 43 + + + + + + + + + + + + +
\ 12'X 6' 2 + + + + + + + + + + + + + + 43
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RAMP PER SPPWC STDPLAN NO. 1111-4. CASE 'X", TPE #PERPAN
- -- -- ---- -- - -- \ ` --- �_ 6 20' 28' 2 43 +++++) DESIGNATION.
43 4'X26' r, 4 (+'++' 6'X25' 2
43 f + +
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+ 2
- \ - 2 10'X39' 40 ADJUST EXISTING WATER & GASVALVE CAN AND COVER TO FINISHED GRADE.
C0 / - + 40 (BY OTHERS)
++ 4'X24' 2 41 ADJUST EXISTING MANHOLE FRAME AND COVER TO FINISHED GRADE.
41 �++ 42 INSTALL TRAFFIC LOOPS PER CALTRANS STANDARD TYPE E OR TYPE D, PER PLAN.
+ 43 _ 43 PROTECT EXISTING MANHOLE AND COVER IN PLACE.
\ \ 12'X41' _ _ r ++'+
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\ \\ 4'X30'/ r _ - _
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' 43 20'X62' _ 1++++ 4'X28'
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43 \ _ _ .+++ - - - - - ROAD 6' WIDE (20' AT JOINS), 0"-1.5" THICK, AND CONSTRUCT
/ \ I+++ 1.5" THICK AC OVERLAY.
+ + 10'X75'
\ \ 41 2 4'X30' i
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No. 78314 * GRAPHIC SCALE
100 0 50 100 200
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I CITY OF DIAMOND BAR I
ROADWAY MAINTENANCE PLANS
REVISIONS
BENCHMARK: PREPARED BY: ONWARD ENGINEERING RESIDENTIAL AREA 3
300 S. HARBOR BLVD., SUITE 814 SUBMITED ROAD MAINTENANCE PROJECT
ANAHEIM, CA 92805
T: (714) 533-3050 REVIEWED PUBLIC WORKS DEPARTMENT
F: (714) 808-1270
Y RCE NO. CHECKED BY RCE NO. CHECKED BY . 1
CHECKED B RCE NO78314 3/24/2015 APPROVED PROJECT NO. DATE
CHECKED BY DATE CHECKED BY DATE CHECKED BY DATE JUSTIN L. SMEETS, P.E. R.C.E. No. DATE /*c -,o,,,CITY EN I R.C.E. DATE 01415 3/24/2015 SHEET 6 OF 12 SHEETS
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REVISIONS
BENCHMARK:
CHECKED BY RCE NO. CHECKED BY RCE N0.
CHECKED BY
CHECKED BY DATE CHECKED BY DATE RCE
CHECKED BY DATE
PREPARED BY: ONWARD ENGINEERING
300 S. HARBOR BLVD., SUITE 814 SUBMITED
ANAHEIM, CA 92805
T: (714) 533-3050
F: (714) 808-1270 REVIEWED
78314 3/24/2015 APPROVED
JUSTIN L. SMEETS, P.E. R.C.E. No. DATE ,vT1t'xrCl
GENERAL CONSTRUCTION NOTES:
1. THE LIMITS OF ALL PAVEMENT TREATMENT ARE THE EDGE OF PAVEMENT
AND SLURRY SHALL BE OVERLAPPED 2" AT THE GUTTER.
2. PROTECT -IN -PLACE EXISTING UTILITIES, POLES, VALVES, COVER, AND
OTHER MISCELLANEOUS FACILITIES, UNLESS OTHERWISE INDICATED.
3. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER AT LEAST 48 HOURS
PRIOR TO REMOVAL OF ANY EXISTING IMPROVEMENTS.
4. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF SAWCUTTING TO
REMOVE AND REPLACE AC PAVEMENT OR CONCRETE ITEM WITH THE
ENGINEER OR INSPECTOR.
5. ALL BIKE LANE STRIPING AND PAVEMENT MARKERS ARE TO BE INSTALLED
USING THERMOPLASTIC.
6. ALL CROSSWALK STRIPING ALONG ARTERIALS IS TO BE THERMOPLASTIC.
7. ALL EXISTING THERMOPLASTIC LEGENDS WITHIN RESIDENTIAL ZONES
SHALL BE REPLACED IN KIND AS THERMOPLASTIC.
8. BOTS DOTS ARE TO BE INSTALLED ON ALL ARTERIAL LANE STRIPING.
CONSTRUCTION NOTES:
10 PROTECT IN PLACE.
REMOVALS
20 SAWCUT/ COLD MILL 2" EXISTING AC PAVEMENT AND REMOVE EXISTING AC/
AGG. BASE/ SUB -BASE/ NATIVE SOIL TO PROVIDE CLEAR DEPTH FOR NEW
IMPROVEMENT PER PLANS, HAUL AWAY AND DISPOSE. INSTALL 2" AC (B2-PG
64-10). LOCATION AND METHOD OF REMOVAL SHALL BE APPROVED BY
ENGINEER OR INSPECTOR AT JOB SITE.
30 SAWCUT EXISTING PAVEMENT SECTION AND REMOVE 6" OF EXISTING AC/
AGG. BASE/ SUB -BASE/ NATIVE SOIL TO PROVIDE CLEAR DEPTH FOR NEW
FULL DEPTH IMPROVEMENT PER PLANS, HAUL AWAY AND DISPOSE. INSTALL
6" AC (B2-PG 64-10). LOCATION AND METHOD OF REMOVAL SHALL BE
APPROVED BY ENGINEER OR INSPECTOR AT JOB SITE.
40 REMOVE EXISTING IMPROVEMENTS & INSTALL 'CROSS GUTTER PER SPPWC
STANDARD PLAN122-2 GRADE TO DRAIN.
50 PRUNE AND REMOVE ROOTS WITHIN LIMITS OF PAVEMENT
RECONSTRUCTION. CITY PROVIDED ARBORIST TO REVIEW AND APPROVE
EACH LOCATION'S ROOT PRUNING PRIOR TO CUTTING ROOT SYSTEM.
80 REMOVE EXISTING PCC CURB DEPRESSION AND CONSTRUCT PCC CURB
AND GUTTER, AND SIDEWALK PER SPPWC STANDARD PLAN 112-2, 113-2 AND
120-2. MATCH EXISTING.
REMOVE EXISTING IMPROVEMENTS & INSTALL NEW ADA COMPLIANT CURB
RAMP PER SPPWC STD. PLAN NO. 111-4. CASE "X", TYPE "#" PER PLAN
DESIGNATION.
ADJUSTMENTS
40 ADJUST EXISTING WATER & GASVALVE CAN AND COVER TO FINISHED GRADE.
(BY OTHERS)
41 ADJUST EXISTING MANHOLE FRAME AND COVER TO FINISHED GRADE.
42 INSTALL TRAFFIC LOOPS PER CALTRANS STANDARD TYPE E OR TYPE D, PER PLAN.
43 PROTECT EXISTING MANHOLE AND COVER IN PLACE.
PAVEMENT TREATMENT LEGENDS:
L�++
++++++++WEED ABATE, CRACK SEAL/FILL, AND APPLY TYPE II SLURRY
SEAL
\ 1 '7
WEED ABATE, CRACK SEAL/FILL (AS APPLIES) AND APPLY
CAPE SEAL.
WEED ABATE, CRACK SEAL/FILL (AS APPLIES), EDGE MILL
ROAD 6' WIDE (20' AT JOINS), 0"-1.5" THICK, AND CONSTRUCT
1.5" THICK AC OVERLAY.
OSAW CUT/COLD MILL EXISTING AC PAVEMENT 2" THICK AND
CONSTRUCT 2" AC PAVEMENT ON COMPACTED NATIVE/BASE
30 SAW CUT & REMOVE FULL DEPTH STRUCTURAL SECTION,
INSTALL 6" AC ON COMPACTED NATIVE'/BASE (INSTALL
GEOGRID SYSTEM AS NEEDED).
Q�OFESS/p
CO
No. 78314 * GRAPHIC SCALE
Lp1 CIVIL
00 0 50 100 200
q�F OF Cko 1 " = 100'
� CITY OF DIAMOND BAR
ROADWAY MAINTENANCE PLANS
RESIDENTIAL AREA 3
ROAD MAINTENANCE PROJECT
PUBLIC WORKS DEPARTMENT
IS PROJECT NO. DATE
DATE 01415 3/24/2015 SHEET 7 OF 12 SHEETS
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n \ , DIAMOND BAR BI - - —
REVISIONS I I BENCHMARK:
CHECKED BY RCE NO. CHECKED BY RCE NO. CHECKED BY RCE NO.
CHECKED BY DATE CHECKED BY DATE I CHECKED BY DATE
GENERAL CONSTRUCTION NOTES:
1. THE LIMITS OF ALL PAVEMENT TREATMENT ARE THE EDGE OF PAVEMENT
AND SLURRY SHALL BE OVERLAPPED 2" AT THE GUTTER.
2. PROTECT -IN -PLACE EXISTING UTILITIES, POLES, VALVES, COVER, AND
OTHER MISCELLANEOUS FACILITIES, UNLESS OTHERWISE INDICATED.
3. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER AT LEAST 48 HOURS
PRIOR TO REMOVAL OF ANY EXISTING IMPROVEMENTS.
4. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF SAWCUTTING TO
REMOVE AND REPLACE AC PAVEMENT OR CONCRETE ITEM WITH THE
ENGINEER OR INSPECTOR.
5. ALL BIKE LANE STRIPING AND PAVEMENT MARKERS ARE TO BE INSTALLED
USING THERMOPLASTIC.
6. ALL CROSSWALK STRIPING ALONG ARTERIALS IS TO BE THERMOPLASTIC.
7. ALL EXISTING THERMOPLASTIC LEGENDS WITHIN RESIDENTIAL ZONES
SHALL BE REPLACED IN KIND AS THERMOPLASTIC.
8. BOTS DOTS ARE TO BE INSTALLED ON ALL ARTERIAL LANE STRIPING.
CONSTRUCTION NOTES:
0 PROTECT IN PLACE.
REMOVALS
U SAWCUT/ COLD MILL 2" EXISTING AC PAVEMENT AND REMOVE EXISTING AC/
AGG. BASE/ SUB -BASE/ NATIVE SOIL TO PROVIDE CLEAR DEPTH FOR NEW
IMPROVEMENT PER PLANS, HAUL AWAY AND DISPOSE. INSTALL 2" AC (B2-PG
64-10). LOCATION AND METHOD OF REMOVAL SHALL BE APPROVED BY
ENGINEER OR INSPECTOR AT JOB SITE.
OSAWCUT EXISTING PAVEMENT SECTION AND REMOVE 6" OF EXISTING AC/
AGG. BASE/ SUB -BASE/ NATIVE SOIL TO PROVIDE CLEAR DEPTH FOR NEW
FULL DEPTH IMPROVEMENT PER PLANS, HAUL AWAY AND DISPOSE. INSTALL
6" AC (B2-PG 64-10). LOCATION AND METHOD OF REMOVAL SHALL BE
APPROVED BY ENGINEER OR INSPECTOR AT JOB SITE.
4O REMOVE EXISTING IMPROVEMENTS & INSTALL CROSS GUTTER PER SPPWC
STANDARD PLAN122-2 GRADE TO DRAIN.
5O PRUNE AND REMOVE ROOTS WITHIN LIMITS OF PAVEMENT
RECONSTRUCTION. CITY PROVIDED ARBORIST TO REVIEW AND APPROVE
EACH LOCATION'S ROOT PRUNING PRIOR TO CUTTING ROOT SYSTEM.
8O REMOVE EXISTING PCC CURB DEPRESSION AND CONSTRUCT PCC CURB
AND GUTTER, AND SIDEWALK PER SPPWC STANDARD PLAN 112-2, 113-2 AND
120-2. MATCH EXISTING.
REMOVE EXISTING IMPROVEMENTS & INSTALL NEW ADA COMPLIANT CURB
RAMP PER SPPWC STD. PLAN NO. 111-4. CASE "X", TYPE "#" PER PLAN
DESIGNATION.
ADJUSTMENTS
Q ADJUST EXISTING WATER & GASVALVE CAN AND COVER TO FINISHED GRADE.
(BY OTHERS)
41 ADJUST EXISTING MANHOLE FRAME AND COVER TO FINISHED GRADE.
42 INSTALL TRAFFIC LOOPS PER CALTRANS STANDARD TYPE E OR TYPE D, PER PLAN.
43 PROTECT EXISTING MANHOLE AND COVER IN PLACE.
PAVEMENT TREATMENT LEGENDS:
t VVttU /Ab/A I t, UNAUK StAL/ ILL; AND APPLY TYPE II SLURRY
SEAL
\ WEED ABATE, CRACK SEAL/FILL (AS APPLIES) AND APPLY
CAPE SEAL.
WEED ABATE, CRACK SEAL/FILL (AS APPLIES), EDGE MILL
ROAD 6' WIDE (20' AT JOINS), 0"-1.5" THICK, AND CONSTRUCT
1.5" THICK AC OVERLAY.
OSAW CUT/COLD MILL EXISTING AC PAVEMENT 2" THICK AND
2 CONSTRUCT 2" AC PAVEMENT ON COMPACTED NATIVE/BASE
OSAW CUT & REMOVE FULL DEPTH STRUCTURAL SECTION,
INSTALL 6" AC ON COMPACTED NATIVE/BASE (INSTALL
GEOGRID SYSTEM AS NEEDED).
/Q?,pFESS
/., \N L
�CO
No.78314
CIV I�\Q
�9TF OF CA��F��
GRAPHIC SCALE
100 0 50 100 200
1" = 100'
I CITY OF DIAMOND BAR I
ROADWAY MAINTENANCE PLANS
PREPARED BY: ONWARD ENGINEERING RESIDENTIAL AREA 3
300 S. HARBOR BLVD., SUITE 814 SUBMITED ROAD MAINTENANCE PROJECT
ANAHEIM, CA 92805
T: (714) 533-3050 REVIEWED
F: (714) 808-1270 PUBLIC WORKS DEPARTMENT
J"4 17 'z
78314 3/24/2015 APPROVED l(: �17 PROJECT NO. DATE
JUSTIN L. SMEETS, P.E. R.C.E. No. DATE Po-MLX• CITY ENGI R.C.E. DATE 01415 1 3/24/2015 SHEET 9 OF 12 SHEETS
Mi r / S" Tc
S T
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REVISIONS
CHECKED BY RCE NO. CHECKED BY RCE NO. CHECKED BY RCE NO.
CHECKED BY DATE CHECKED BY DATE CHECKED BY DATE
\ 40
` 43
2 O'X40'
\
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\ +
+
+
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MATCHLINE SEE SHFFT 1
SEE SHEET 1 +
+ +
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+
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/ 'X32' \ J �
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4'X6' 2 \ op
GENERAL CONSTRUCTION NOTES:
1. THE LIMITS OF ALL PAVEMENT TREATMENT ARE THE EDGE OF PAVEMENT
AND SLURRY SHALL BE OVERLAPPED 2" AT THE GUTTER.
2. PROTECT -IN -PLACE EXISTING UTILITIES, POLES, VALVES, COVER, AND
OTHER MISCELLANEOUS FACILITIES, UNLESS OTHERWISE INDICATED.
3. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER AT LEAST 48 HOURS
PRIOR TO REMOVAL OF ANY EXISTING IMPROVEMENTS.
4. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF SAWCUTTING TO
REMOVE AND REPLACE AC PAVEMENT OR CONCRETE ITEM WITH THE
ENGINEER OR INSPECTOR.
5. ALL BIKE LANE STRIPING AND PAVEMENT MARKERS ARE TO BE INSTALLED
USING THERMOPLASTIC.
6. ALL CROSSWALK STRIPING ALONG ARTERIALS IS TO BE THERMOPLASTIC.
7. ALL EXISTING THERMOPLASTIC LEGENDS WITHIN RESIDENTIAL ZONES
SHALL BE REPLACED IN KIND AS THERMOPLASTIC.
8. BOTS DOTS ARE TO BE INSTALLED ON ALL ARTERIAL LANE STRIPING.
CONSTRUCTION NOTES:
OPROTECT IN PLACE.
REMOVALS
0 SAWCUT/ COLD MILL 2" EXISTING AC PAVEMENT AND REMOVE EXISTING AC/
AGG. BASE/ SUB -BASE/ NATIVE SOIL TO PROVIDE CLEAR DEPTH FOR NEW
IMPROVEMENT PER PLANS, HAUL AWAY AND DISPOSE. INSTALL 2" AC (B2-PG
64-10). LOCATION AND METHOD OF REMOVAL SHALL BE APPROVED BY
ENGINEER OR INSPECTOR AT JOB SITE.
0 SAWCUT EXISTING PAVEMENT SECTION AND REMOVE 6" OF EXISTING AC/
AGG. BASE/ SUB -BASE/ NATIVE SOIL TO PROVIDE CLEAR DEPTH FOR NEW
FULL DEPTH IMPROVEMENT PER PLANS, HAUL AWAY AND DISPOSE. INSTALL
6" AC (B2-PG 64-10). LOCATION AND METHOD OF REMOVAL SHALL BE
APPROVED BY ENGINEER OR INSPECTOR AT JOB SITE.
4O REMOVE EXISTING IMPROVEMENTS & INSTALL CROSS GUTTER PER SPPWC
STANDARD PLAN122-2 GRADE TO DRAIN.
5O PRUNE AND REMOVE ROOTS WITHIN LIMITS OF PAVEMENT
RECONSTRUCTION. CITY PROVIDED ARBORIST TO REVIEW AND APPROVE
EACH LOCATION'S ROOT PRUNING PRIOR TO CUTTING ROOT SYSTEM.
0 REMOVE EXISTING PCC CURB DEPRESSION AND CONSTRUCT PCC CURB
AND GUTTER, AND SIDEWALK PER SPPWC STANDARD PLAN 112-2, 113-2 AND
120-2. MATCH EXISTING.
REMOVE EXISTING IMPROVEMENTS & INSTALL NEW ADA COMPLIANT CURB
# RAMP PER SPPWC STD. PLAN NO. 111-4. CASE "X", TYPE "#" PER PLAN
DESIGNATION.
ADJUSTMENTS
40 ADJUST EXISTING WATER & GASVALVE CAN AND COVER TO FINISHED GRADE.
(BY OTHERS)
41 ADJUST EXISTING MANHOLE FRAME AND COVER TO FINISHED GRADE.
42 INSTALL TRAFFIC LOOPS PER CALTRANS STANDARD TYPE E OR TYPE D, PER PLAN.
43 PROTECT EXISTING MANHOLE AND COVER IN PLACE.
PAVEMENT TREATMENT LEGENDS:
`++++++++++++ WEED ABATE, CRACK SEAL/FILL, AND APPLY TYPE II SLURRY
SEAL
WEED ABATE, CRACK SEAL/FILL (AS APPLIES) AND APPLY
CAPE SEAL.
WEED ABATE, CRACK SEAL/FILL (AS APPLIES), EDGE MILL
ROAD 6' WIDE (20' AT JOINS), 0"-1.5" THICK, AND CONSTRUCT
1.5" THICK AC OVERLAY.
OSAW CUT/COLD MILL EXISTING AC PAVEMENT 2" THICK AND
2 CONSTRUCT 2" AC PAVEMENT ON COMPACTED NATIVE/BASE
O SAW CUT & REMOVE FULL DEPTH STRUCTURAL SECTION,
INSTALL 6" AC ON COMPACTED NATIVE/BASE (INSTALL
GEOGRID SYSTEM AS NEEDED).
Q�OFESS/O
j
No. 78314 * GRAPHIC SCALE
100 0 50 100 200
`P CIVIL ���
�qlF OF CN\ i " = 100,
CITY OF DIAMOND BAR
ROADWAY MAINTENANCE PLANS
BENCHMARK: PREPARED BY: ONWARD ENGINEERING
RESIDENTIAL AREA 3
300 S. HARBOR BLVD., SUITE 814 SUBMITED ROAD MAINTENANCE PROJECT
ANAHEIM, CA 92805
T: (714) 533-3050 REVIEWED PUBLIC WORKS DEPARTMENT
F: (714) 808-1270
J"4 g— " 78314 3/24/2015 APPROVED_'r' PROJECT NO. DATE
JUSTIN L. SMEETS, P.E. R.C.E. No. DATE CITY ENGINEER R.C.E. DATE 01415 3/24/2015 SHEET 10 OF 12 SHEETS
MATCHLINE
SEE SHEET 12-- - -- -
- - SEA H ONE
f + +1 E SHEET -
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\ \ SF TC I'V1ATCHLINE SEE SHEET 1070 ----
\ , \ �StiFc�TNF SEE SHEET 10
GENERAL CONSTRUCTION NOTES:
1. THE LIMITS OF ALL PAVEMENT TREATMENT ARE THE EDGE OF PAVEMENT
AND SLURRY SHALL BE OVERLAPPED 2" AT THE GUTTER.
2. PROTECT -IN -PLACE EXISTING UTILITIES, POLES, VALVES, COVER, AND
OTHER MISCELLANEOUS FACILITIES, UNLESS OTHERWISE INDICATED.
3. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER AT LEAST 48 HOURS
PRIOR TO REMOVAL OF ANY EXISTING IMPROVEMENTS.
4. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF SAWCUTTING TO
REMOVE AND REPLACE AC PAVEMENT OR CONCRETE ITEM WITH THE
ENGINEER OR INSPECTOR.
5. ALL BIKE LANE STRIPING AND PAVEMENT MARKERS ARE TO BE INSTALLED
USING THERMOPLASTIC.
6. ALL CROSSWALK STRIPING ALONG ARTERIALS IS TO BE THERMOPLASTIC.
7. ALL EXISTING THERMOPLASTIC LEGENDS WITHIN RESIDENTIAL ZONES
SHALL BE REPLACED IN KIND AS THERMOPLASTIC.
8. BOTS DOTS ARE TO BE INSTALLED ON ALL ARTERIAL LANE STRIPING,
CONSTRUCTION NOTES:
0 PROTECT IN PLACE.
REMOVALS
OSAWCUT/ COLD MILL 2" EXISTING AC PAVEMENT AND REMOVE EXISTING AC/
AGG. BASE/ SUB -BASE/ NATIVE SOIL TO PROVIDE CLEAR DEPTH FOR NEW
IMPROVEMENT PER PLANS, HAUL AWAY AND DISPOSE. INSTALL 2" AC (B2-PG
64-10). LOCATION AND METHOD OF REMOVAL SHALL BE APPROVED BY
ENGINEER OR INSPECTOR AT JOB SITE.
3O SAWCUT EXISTING PAVEMENT SECTION AND REMOVE 6" OF EXISTING AC/
AGG. BASE/ SUB -BASE/ NATIVE SOIL TO PROVIDE CLEAR DEPTH FOR NEW
FULL DEPTH IMPROVEMENT PER PLANS, HAUL AWAY AND DISPOSE. INSTALL
6" AC (B2-PG 64-10). LOCATION AND METHOD OF REMOVAL SHALL BE
APPROVED BY ENGINEER OR INSPECTOR AT JOB SITE.
4O REMOVE EXISTING IMPROVEMENTS & INSTALL CROSS GUTTER PER SPPWC
STANDARD PLAN122-2 GRADE TO DRAIN.
0 PRUNE AND REMOVE ROOTS WITHIN LIMITS OF PAVEMENT
RECONSTRUCTION. CITY PROVIDED ARBORIST TO REVIEW AND APPROVE
EACH LOCATION'S ROOT PRUNING PRIOR TO CUTTING ROOT SYSTEM.
8O REMOVE EXISTING PCC CURB DEPRESSION AND CONSTRUCT PCC CURB
AND GUTTER, AND SIDEWALK PER SPPWC STANDARD PLAN 112-2, 113-2 AND
120-2. MATCH EXISTING.
REMOVE EXISTING IMPROVEMENTS & INSTALL NEW ADA COMPLIANT CURB
# RAMP PER SPPWC STD. PLAN NO. 111-4. CASE "X", TYPE "#" PER PLAN
DESIGNATION.
ADJUSTMENTS
40 ADJUST EXISTING WATER & GASVALVE CAN AND COVER TO FINISHED GRADE.
(BY OTHERS)
41 ADJUST EXISTING MANHOLE FRAME AND COVER TO FINISHED GRADE.
42 INSTALL TRAFFIC LOOPS PER CALTRANS STANDARD TYPE E OR TYPE D, PER PLAN.
43 PROTECT EXISTING MANHOLE AND COVER IN PLACE.
PAVEMENT TREATMENT LEGENDS:
+++++++++++++ WEED ABATE, CRACK SEAL/FILL, AND APPLY TYPE II SLURRY
+ + + +
SEAL
F7�\
WEED ABATE, CRACK SEAL/FILL (AS APPLIES) AND APPLY
\ CAPE SEAL.
WEED ABATE, CRACK SEAL/FILL (AS APPLIES), EDGE MILL
ROAD 6' WIDE (20' AT JOINS), 0"'-1.5" THICK, AND CONSTRUCT
1.5" THICK AC OVERLAY.
SAW CUT/COLD MILL EXISTING AC PAVEMENT 2" THICK AND
O
2 wam CONSTRUCT 2" AC PAVEMENT ON COMPACTED NATIVE/BASE
O SAW CUT & REMOVE FULL DEPTH STRUCTURAL SECTION,
INSTALL 6" AC ON COMPACTED NATIVE/BASE (INSTALL
GEOGRID SYSTEM AS NEEDED).
/Q�pFESS/p
w c m
No. 78314 * GRAPHIC SCALE
100 0 50 100 200
CIVIC
OF CA��1 " = 100'
I CITY OF DIAMOND BAR I
\/ ROADWAY MAINTENANCE PLANS
REVISIONS BENCHMARK: PREPARED BY: ONWARD ENGINEERING RESIDENTIAL AREA 3
300 S. HARBOR BLVD., SUITE 814 SUBMITED ROAD MAINTENANCE PROJECT
ANAHEIM, CA 92805
T: (714) 808-1270 REVIEWED PUBLIC WORKS DEPARTMENT
F: (7114) 808-1270
CHECKED BY RCE NO. CHECKED BY RCE NO. CHECKED BY RCE No. �� " 78314 3/24/2015 APPROVED �Zi`1 ` > PROJECT NO. DATE
1\�` ++,CITY EN, II E R.C.E. DATE 3 24 2015 SHEET 11 OF 12 SHEETS
CHECKED BY DATE CHECKED BY DATE CHECKED BY DATE JUSTIN L. SMEETS, P.E. R.C.E. No. DATE 01415
/ � I
K36' 2 i
43 __�---
40 — ++ -
+ 43
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41 DI A OND RI GE RD ++++ 101x.
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MATCHLINE
SEE SHEET 11
REVISIONS
44A TCj_/L l
i
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BENT T IG LN , 4'X25' 2
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+ \
CHECKED BY RCE NO. I CHECKED BY RCE NO. I CHECKED BY RCE NO.
CHECKED BY DATE CHECKED BY DATE CHECKED BY DATE
BENCHMARK:
PREPARED BY: ONWARD ENGINEERING
300 S. HARBOR BLVD., SUITE 814
ANAHEIM, CA 92805
T: (714) 533-3050
F: (714) 808-1270
69,J jer---V 78314 3/24/2015
JUSTIN L. SMEETS, P.E. R.C.E. No. DATE
SUBMITED
REVIEWED
CITY
t.1�1
.C.E. DATE
GENERAL CONSTRUCTION NOTES:
1. THE LIMITS OF ALL PAVEMENT TREATMENT ARE THE EDGE OF PAVEMENT
AND SLURRY SHALL BE OVERLAPPED 2" AT THE GUTTER.
2. PROTECT -IN -PLACE EXISTING UTILITIES, POLES, VALVES, COVER, AND
OTHER MISCELLANEOUS FACILITIES, UNLESS OTHERWISE INDICATED.
3. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER AT LEAST 48 HOURS
PRIOR TO REMOVAL OF ANY EXISTING IMPROVEMENTS.
4. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF SAWCUTTING TO
REMOVE AND REPLACE AC PAVEMENT OR CONCRETE ITEM WITH THE
ENGINEER OR INSPECTOR.
5. ALL BIKE LANE STRIPING AND PAVEMENT MARKERS ARE TO BE INSTALLED
USING THERMOPLASTIC.
6. ALL CROSSWALK STRIPING ALONG ARTERIALS IS TO BE THERMOPLASTIC.
7. ALL EXISTING THERMOPLASTIC LEGENDS WITHIN RESIDENTIAL ZONES
SHALL BE REPLACED IN KIND AS THERMOPLASTIC.
8. BOTS DOTS ARE TO BE INSTALLED ON ALL ARTERIAL LANE STRIPING.
CONSTRUCTION NOTES:
0 PROTECT IN PLACE.
REMOVALS
2O SAWCUT/ COLD MILL 2" EXISTING AC PAVEMENT AND REMOVE EXISTING AC/
AGG. BASE/ SUB -BASE/ NATIVE SOIL TO PROVIDE CLEAR DEPTH FOR NEW
IMPROVEMENT PER PLANS, HAUL AWAY AND DISPOSE. INSTALL 2" AC (B2-PG
64-10). LOCATION AND METHOD OF REMOVAL SHALL BE APPROVED BY
ENGINEER OR INSPECTOR AT JOB SITE.
3O SAWCUT EXISTING PAVEMENT SECTION AND REMOVE 6" OF EXISTING AC/
AGG. BASE/ SUB -BASE/ NATIVE SOIL TO PROVIDE CLEAR DEPTH FOR NEW
FULL DEPTH IMPROVEMENT PER PLANS, HAUL AWAY AND DISPOSE. INSTALL
6" AC (B2-PG 64-10). LOCATION AND METHOD OF REMOVAL SHALL BE
APPROVED BY ENGINEER OR INSPECTOR AT JOB SITE.
4O REMOVE EXISTING IMPROVEMENTS & INSTALL CROSS GUTTER PER SPPWC
STANDARD PLAN122-2 GRADE TO DRAIN.
0 PRUNE AND REMOVE ROOTS WITHIN LIMITS OF PAVEMENT
RECONSTRUCTION. CITY PROVIDED ARBORIST TO REVIEW AND APPROVE
EACH LOCATION'S ROOT PRUNING PRIOR TO CUTTING ROOT SYSTEM,
8O REMOVE EXISTING PCC CURB DEPRESSION AND CONSTRUCT PCC CURB
AND GUTTER, AND SIDEWALK PER SPPWC STANDARD PLAN 112-2, 113-2 AND
120-2. MATCH EXISTING.
REMOVE EXISTING IMPROVEMENTS & INSTALL NEW ADA COMPLIANT CURB
# RAMP PER SPPWC STD. PLAN NO. 111-4. CASE "X", TYPE "#" PER PLAN
DESIGNATION.
ADJUSTMENTS
40 ADJUST EXISTING WATER & GASVALVE CAN AND COVER TO FINISHED GRADE.
(BY OTHERS)
41 ADJUST EXISTING MANHOLE FRAME AND COVER TO FINISHED GRADE.
42 INSTALL TRAFFIC LOOPS PER CALTRANS STANDARD TYPE E OR TYPE D, PER PLAN.
43 PROTECT EXISTING MANHOLE AND COVER IN PLACE.
PAVEMENT TREATMENT LEGENDS:
. WEED ABATE, CRACK SEAL/FILL, AND APPLY TYPE II SLURRY
SEAL
WEED ABATE, CRACK SEAL/FILL (AS APPLIES) AND APPLY
\ CAPE SEAL.
K700WEED ABATE, CRACK SEAL/FILL (AS APPLIES), EDGE MILL
ROAD 6' WIDE (20' AT JOINS), 0%1.5" THICK, AND CONSTRUCT
1.5" THICK AC OVERLAY.
OSAW CUT/COLD MILL EXISTING AC PAVEMENT 2" THICK AND
2 CONSTRUCT 2" AC PAVEMENT ON COMPACTED NATIVE/BASE
OSAW CUT & REMOVE FULL DEPTH STRUCTURAL SECTION,
INSTALL 6" AC ON COMPACTED NATIVE/BASE (INSTALL
GEOGRID SYSTEM AS NEEDED).
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I CITY OF DIAMOND BAR I
ROADWAY MAINTENANCE PLANS
RESIDENTIAL AREA 3
ROAD MAINTENANCE PROJECT
PUBLIC WORKS DEPARTMENT
PROJECT NO. DATE
01415 1 3/24/2015 SHEET 12 OF 12 SHEETS