HomeMy WebLinkAboutCOLLIER AVE ST PLAN BID SET GENERAL NOTES:
1. NOTE TO CONTRACTORS: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND RD
UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A CITY F LAKE ELSINORE rGHo`5
SEARCH OF AVAILABLE RECORDS. APPROVAL OF THESE PLANS BY THE CITY OF 1
LAKE ELSINORE DOES NOT CONSTITUTE A REPRESENTATION AS TO THE t_
ACCURACY OR COMPLETENESS LOCATION, NOR HE EXISTENCE OR COLLIER AVENUE PAVEMENT
NON-EXISTENCE OF ANY UNDERGG ROUNUN D UTILITY, PIPE OR STRUCTURE WITHIN
THE LIMITS OF THE PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE /111 PROJECT LOCATION,
PRECAUTIONARY MEASURES FOR THE PROTECTION OF ALL UTILITIES, PIPES OR `RST
STRUCTURES, WHETHER SHOWN ON THESE PLANS OR NOT. ANY UTILITY (IES)
DAMAGED DURING THE PERFORMANCE OF WORK SHALL BE REPAIRED OR REHABILITATION PROJECT c �S
REPLACED TO THE SATISFACTION OF THE GOVERNING
VERNING AGENCY BY THE `OC<�FP
CONTRACTOR, AT HIS EXPENSE. q
2. ALL WORK SHALL CONFORM TO CITY CODES, STANDARD SPECIFICATIONS FOR ` p�
PUBLIC WORKS (LATEST EDITION), AND STANDARD DRAWINGS OF THE COUNTY OF
RIVERSIDE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR NTH
THESE STANDARDS AND CODES AT ALL TIMES. e-/
3. THE CONTRACTOR SHALL NOTIFY HE CITY ENGINEERING INSPECTOR, NOTIFICATIONS TO UTILITY OWNERS:
FORTY-EIGHT (48) HOURS PRIOR TO BEGINNING ANY WORK. CALL FOR NOTE: THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES
INSPECTION AT (951) 674-3124, EXTENSION 247, BETWEEN THE HOURS OF fl
9:OOAM AND 4:OOPM, MONDAY THROUGH HURSDAY. FORTY-EIGHT (48) HOURS PRIOR TO STARTING CONSTRUCTION OR EXCAVATION.
4. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH SEWER: ELSINORE VALLEY MUNICIPAL WATER DISTRICT 951-674-3146
CALTRANS TRAFFIC MANUAL AND WATCH MANUAL AT ALL TIMES DURING WATER: ELSINORE VALLEY MUNICIPAL WATER DISTRICT 951-674-3146 PROJECT LOCATION MAP
CONSTRUCTION, AS APPROVED BY THE CITY ENGINEER OR HIS REPRESENTATIVE. ELECTRIC: SOUTHERN CALIFORNIA EDISON 951-249-8360
FAILURE TO DO SO SHALL REQUIRE IMMEDIATE WORK STOPPAGE. TELEPHONE: VERIZON COMMUNICATIONS 909-748-6655
5. IT SHALL BE HE CONTRACTOR'S RESPONSIBILITY TO HAVE A DEPENDABLE GAS: HE GAS COMPANY MINIMUM SITE BMP/EROSION CONTROL NOTES:
REPRESENTATIVE AT THE JOB SITE, AT ALL TIMES DURING CONSTRUCTION. TRANSMISSION TECHNICAL SERVICES 818-701-4546 1. DOWNSTREAM STORM DRAIN INLETS MUST BE PROTECTED. DEBRIS
6. IT SHALL BE HE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE DISTRIBUTION TECHNICAL SERVICES 909-335-7716 ACCUMULATION SHALL BE REMOVED DAILY.
CABLE: TIME WARNER COMMUNICATIONS 951-538-8834
NECESSARY RELOCATION OF ANY UTILITIES. CONTRACTOR SHALL NOTIFY ALL UNDERGROUND SERVICE ALERT 800-227-2600
LS
UTILITY COMPANIES INVOLVED, AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO 2 SHOULD BE HANDLED. WASHOUT AREAS S IN THEWASHOUT SAL OF 'WET"CAREA.. THIS 0 INCLUDES IAPAINT,
BEGINNING WORK. THE CONTRACTOR SHALL ALSO CONTACT UNDERGROUND TM STUCCO, AND CONCRETE. USE A PLASTIC-LINED PIT OR OTHER
SERVICE ALERT (U.S.A.) AT 1-800-422-4133, AT LEAST FORTY-EIGHT (48) APPROPRIATELY SIZED CONTAINER TO COLLECT AND CONTAIN LIQUIDS
HOURS PRIOR TO BEGINNING WORK. AND PREVENT RUNOFF INTO HE STREET AND GUTTER. THE WASHOUT
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE AREA MUST BE CHECKED AND MAINTAINED DAILY TO ENSURE
PROPOSED WORK AREA AND RELOCATION AND COST OF ALL EXISTING UTILITIES. PAVEMENT TREATMENT WORK DESCRIPTION AND LIMITS COMPLIANCE. WASHOUT MATERIALS MUST BE DISPOSED OF PROPERLY.
CONTRACTOR MUST INFORM THE CITY OF LAKE ELSINORE OF CONSTRUCTION 3. PERIMETER CONTROLS -GRAVEL BAGS, SILT FENCES AND STRAW
SCHEDULE, PRIOR TO BEGINNING CONSTRUCTION. LENGTH WATTLES ARE ACCEPTABLE PERIMETER CONTROLS AND MUST BE USED
ROAD NAME LIMITS FROM TO (FT) WIDTH (FT) AREA (SF) WORK TO CONTROL SITE RUN-ON AND RUNOFF. AVOID RUNNING OVER
8. ALL UNDERGROUND FACILITIES AND LATERALS INCLUDING BUT NOT LIMITED TO PERIMETER CONTROLS WITH VEHICLES OR HEAVY EQUIPMENT, AS THEY
SEWER, WATER, TELEPHONE, ELECTRICITY, GAS AND DRAINAGE FACILITIES, SHALL COLLIER AVE WB NICHOLS RD RIVERSIDE DR 6,064 38 - 29 193,163 VAR. AC CAN DAMAGE THE MATERIALS. KEEP EXTRA ABSORBENT MATERIALS
BE IN PLACE PRIOR TO PAVING THE STREET SECTION. ( ) OVERLAY AND/OR A WET/DRY VACUUM ONSITE TO QUICKLY PICK UP SPILLS.
9. ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES AFFECTED BY THE VAR. AC SITES MUST BE CHECKED AND MAINTAINED DAILY.
PROPOSED IMPROVEMENTS MUST BE POTHOLED AND ELEVATIONS VERIFIED PRIOR COLLIER AVE (EB) NICHOLS RD RIVERSIDE DR 6,064 38 - 29 187,790 OVERLAY
TO CONSTRUCTION. THE ENGINEER OF RECORD SHALL BE NOTIFIED OF ANY 4. TRACKING CONTROLS -ALL ENTRANCES/EXITS ON THE SITE MUST HAVE
NECESSARY REVISIONS TO THE APPROVED PLANS. THE REVISIONS SHALL BE IN AC OVERLAY & COARSE GRAVEL (1"TO 3"ANGULAR MATERIAL) AND/OR STEEL SHAKER
THE FORM OF "AS BUILT" PLANS SUBMITTED TO THE CITY ENGINEER FOR RIVERSIDE DR COLLIER AVE END OF STREET 754 32 - 34 26,510 RECONSTRUCTION PLATES TO LIMIT OFFSITE SEDIMENT TRACKING. HAND OR MECHANICAL
APPROVAL PRIOR TO THE FINAL ACCEPTANCE OF THE PROJECT. SWEEPING MUST ALSO BE USED AS NEEDED TO CLEAN UP MATERIAL
THAT GETS TRACKED OFFSITE.
10. ALL EXISTING MONUMENTATION DISTURBED OR DESTROYED DURING CONSTRUCTION *CENTRAL AVE (NB) DEXTER AVE CONARD AVE 2,475 78 - 44 125,030 3" AC OVERLAY
SHALL BE REPLACED TO CITY STANDARDS, AS APPROVED BY THE CITY 5. IMPLEMENT ADDITIONAL BMP'S AS NECESSARY TO ENSURE COMPLIANCE
ENGINEER. CENTERLINE TIES ARE TO BE FURNISHED TO THE CITY ENGINEER WITH FEDERAL, STATE, AND LOCAL STORMWATER POLLUTION
UPON COMPLETION OF THE PROJECT AND BEFORE ACCEPTANCE IS GRANTED. *CENTRAL AVE (SB) DEXTER AVE CONARD AVE 2,475 61 - 30 112,810 3" AC OVER PROTECTION REGULATIONS, PERMITS AND CODES.
11. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK
DONE WITHIN CONTRACTOR MUSTC RIGHTS-OF-WAY. BEFORE PROVIDE HE CITY ENGINEER NTHAE OF SAID CERTIIFICATE OFT, THE *CENTRAL AVENUE PAVING SHEET INDEX:
INSURANCE AND REQUIRED BONDING FOR PUBLIC IMPROVEMENTS. THE OPERATIONS TO OCCUR AT SHEET
ENCROACHMENTSHEET DESCRIPTION
ENCROACHMENT PERMIT MUST BE PRESENT AT THE JOB SITE DURING THE TOTAL
TIME OF THE PROJECT CONSTRUCTION, ALONG WITH AN APPROVED SET OF IMPROVEMENT PLANS. NIGHT BETWEEN 9 PM 1 TITLE SHEET AND GENERAL NOTES
12. CONTRACTOR IS RESPONSIBLE FOR IMMEDIATE DISPOSAL OF ANY MILLED AC AND 5 AM 2 SHEET INDEX AND CONSTRUCTION
AND/OR DISCARDED CONSTRUCTION MATERIAL. NOTES
COLLIER AVE FROM STA 10+00.00 TO
13. LIMITS OF PAVEMENT TREATMENT MAY ONLY BE MODIFIED WITH THE APPROVAL 3 STA 25+00.00
OF THE CITY INSPECTOR.
4 COLLIER AVE FROM STA 25+00.00 TO
STA 41+00.00
5 COLLIER AVE FROM STA 41+00.00 TO
STA 57+00.00
IMPORTANT NOTICE COLLIER AVE FROM STA 57+00.00 TO
• SECTION 4216/4217 OF THE GOVERNMENT CODE 6 STA 71+00.00
REQUIRES A DIG ALERT IDENIIFlCATION NUMBER
BE ISSUED BEFORE A"PERMIT TO EXCAVATE" 7 RIVERSIDE DR FROM STA 10+00.00 TO
WILL BE VAUD. FOR YOUR DIG ALERT I.D. NUMBER STA 17+64.00
CALL UNDERGROUND SERVICE ALERT
Know what's below. TOLL FREE 1-800-422-4133 8 CENTRAL AVE FROM STA 9+50.00 TO
Call before you dig. TWO WORKING DAYS BEFORE YOU DIG STA 26+50.00
9 CENTRAL AVE FROM STA 26+50.00 TO
STA 34+25.00
MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH CITY OF ..tea. BENCHMARK:
THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR ,�+ CITY OF LAKE ELSINORE SHEET
CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE LADE LSII`{OKE
DREAM
COLLIER AVENUE
PAVEMENT
REHABILITATION
PROJECT OF 9
3/15/21 PREPARED BY: SHEETS
REMON HABIB, RCE No. 83156 DATE TITLE SHEET AND CITY PROJECT NO.
CITY ENGINEER 3/15/21 GENERAL NOTES Z-10069
CITY OF LAKE ELSINORE C. NORVANI DATE SCALE:NTS
R/W rL R/W
N1CNo`5 Rp "iP';I► 'I m t C..! e.^rwlpi na ' mod-. t -, stK- 100'
I •.ne # F't��'���` s;;+ t t .y,. 50 38 38 50
SHEET 3 - �` _+
'k w! Sw,,,try lri 0 29 14' 29
� Ir ,g�c I +I 0 .� •`-r���.7t �� ; �p�' �-�� 2"GRIND WITH 2"GRIND WITH
♦ ^; Ir "R .Y "f - 2"-4"OVERLAY IX. MEDIAN 2"-4"OVERLAY
` ♦ ''K*" .�-�' n Z • �, - -�- EX. CURB & GUTTER
EX. PAVEMENT EX. PAVEMENT
♦ Ivi i++ 1i * yi ,p .y (1 0% 20%
;
VARIABLE HEIGHT
�tiTF� �..� y ,. ,+ — - •+r J U. (I p. CURB WITH 4"OVERLAY EX. SIDEWALK
SIDEWALK
` I MATCH IX. LIP COLLIER AVENUE MATCH EX. LIP
sr �r
♦ 9rF, ✓ f-_ - ,4 �.S' --i . WITH 2"OVERLAY TYPICAL SECTION WITH 2"OVERLAY
s,�. ..r�'• ¢ STA. 15+80 TO STA. 64+60
O ♦ �j- //� d'm N.T.S.
HEET4 ♦ / ♦ '-w� -
♦< R/W R/W
If"imlic
50' 50'
♦ `� SHEET 9 r 36 36
e .., 29 438,
7 / 2'GRIND WITH 2"GRIND WITH
♦ ` SHEET I - Y ♦ IX. CURB& GUTTER 2"-4"OVERLAY IX. MEDIAN 2"-4"OVERLAY
- IX. PAVEMENT EX. PAVEMENT
SHEET 5 / / / (1 0-7) 2A% ---- 2.09 (1.0%
♦ / / EX. SIDE ILK VARIABLE HEIGHT - EX. SIDEWALK
CURB WITH 4"OVERLAY
MATCH EX. UP COLLIER AVENUE MATCH IX. LIP
WITH 2" OVERLAY WITH 2"OVERLAY
♦ / / SHEET 8/ P� ♦ LEFT TURN
SECTION
AT LEFT TURN POCKETS
� P
/ N.T.S.
SHEET 6
PAVING NOTES:
PROTECT EX MANHOLE AND ADJUST AS NECESSARY DURING GRIND AND OVERLAY
. 'f► ' �� r• .� O OPERATIONS
1
PROTECT EX VALVE(S) AND ADJUST AS NECESSARY DURING GRIND AND OVERLAY
COLLIER AVE SHEET INDEX MAP 1' = soo' OPERATIONS
soo 250 o soo 1000 lsoo O3 PAVEMENT WORK LIMITS
O4 PROTECT EX MEDIAN CURB DURING GRIND AND OVERLAY OPERATIONS
OINSTALL TYPE 8 CURB & GUTTER PER CITY OF LAKE ELSINORE STD. 201 TO
MATCH EXISTING ELEVATIONS AT LIMITS.
2' NEW 4"A.C.
GRIND AND OVERLAY PER PLAN PAVEMENT O CONSTRUCT CROSS GUTTER AND SPANDREL PER COUNTY OF RIVERSIDE STD. 209.
SAWCUT AND REMOVE SAWCUT AND REMOVE 2' NEW 4"A.C. MATCH EXISTING ELEVATIONS AT LIMITS.
EXISTING PAVEMENT EXISTING PAVEMENT PAVEMENT
(2' MIN.) (2' MIN.)
GRIND AND OVERLAY PER PLAN O7 INSTALL TRAVERSIBLE DIKE PER CALTRANS STD. A87B, TYPE D.
EX.
EOP VARIABLE WIDTH MEDIAN
PAVEMENT NOTES: NEW 4" Pcc /o SAWCUT, REMOVE AND DEMOLISH CROSS GUTTER, CURB AND GUTTER, AC BERM. OR
ASPHALT
1. AFTER MILLING PAVEMENT TO SPECIFIED DEPTH, SEAL/REPAIR ANY CRACKS VARIES VARIES O REMOVE AND REPLACE TRAFFIC LOOP
PRIOR TO APPLICATION OF TACK COAT.
—1=_ _ — —
2. HEADER GRIND AT BEGINNING AND END OF MILLING SEGMENTS. _Illzlll�BERM II1-LT_I =11—III 8ITI�I1111=111111_III- 10 INSTALL 8" TYPE A CURB PER CITY OF LAKE ELSINORE STD. 203.
3. EDGE GRIND ADJACENT TO CONCRETE GUTTER/COMMERCIAL DRIVEWAYS. 10 10 11 INSTALL 4" THICK CONCRETE WITHIN MEDIAN WITH JOINTS AT 4' O.C. EACH WAY
4. INSTALL TEMPORARY ASPHALT RAMPS/WEDGES AROUND ALL
MANHOLES/VALVES AFTER MILLING. SAWCUT/OVERLAY JOINT MEDIAN DETAIL
N.T.S.
MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH CITY OF ..M BENCHMARK:
THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY OF LAKE ELSINORE SHEET 2
CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE LADE LSII`{OKE
DREAM
COLLIER AVEREHABILITATION NUE PROJECT PAVEMENT
of 9
3/15/21 PREPARED BY: SHEETS
REMON HABIB, RCE No. 83156 DATE SHEET INDEX AND CITY PROJECT NO.
CITY ENGINEER 3/15/21 CONSTRUCTION NOTES Z-10069
CITY OF LAKE ELSINORE C. NORVANI DATE SCALE:1"=500'
Curve Table Parcel Line Table PAVEMENT NOTES: PAVING NOTES:
Curve # Length Radius Delta Line # Length Direction 1
1. AFTER MILLING PAVEMENT TO SPECIFIED 2" DEPTH, SEAL/REPAIR ANY O PROTECT EX MANHOLE AND ADJUST AS NECESSARY DURING GRIND AND OVERLAY
Ct 91.37 804.00 6.51 CRACKS PRIOR TO APPLICATION OF TACK COAT. OPERATIONS
C2 6.28 2.00 180.00 L1 25.61 N73.24' 30.91"W PROTECT EX VALVE(S) AND ADJUST AS NECESSARY DURING GRIND AND OVERLAY
O
2. HEADER GRIND AT BEGINNING AND END OF MILLING SEGMENTS. 2 OPERATIONS
C3 90.92 800.00 6.51
C4 5.95 3.00 113.54 3. EDGE GRIND ADJACENT TO CONCRETE GUTTER/COMMERCIAL DRIVEWAYS. O3 PAVEMENT WORK LIMITS
C5 5.52 3.00 105.45 4. INSTALL TEMPORARY ASPHALT RAMPS/WEDGES AROUND ALL O4 PROTECT EX MEDIAN CURB DURING GRIND AND OVERLAY OPERATIONS
C6 43.12 138.00 17.90 MANHOLES/VALVES AFTER MILLING.
C7 8.13 3.00 155.32 5. ASPHALT OVERLAY CROSS SLOPES SHALL BE 2.0% MIN. O SAWCUT, REMOVE AND DEMOLISH CROSS GUTTER, CURB AND GUTTER, AC BERM. OR
ASPHALT
C8 48.43 775.00 3.58
6. MEDIAN TOP OF CURB ELEVATION IS FINISH SURFACE PLUS 8" 10 INSTALL 8" TYPE A CURB PER CITY OF LAKE ELSINORE STD. 203.
7. SAWCUT LINE IS 2' OUTSIDE OF PROPOSED MEDIAN INSTALL 4" THICK DECORATIVE CONCRETE WITHIN MEDIAN. PATTERN AND COLOR
/ TO MATCH NICHOLS ROAD MEDIAN.
3 COLLIER AVE 2 y
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Alta- - LLI
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BE- FLUSN O p` \ \` 1 4 3 COLLIER AVE
ILL
PAVING LEGEND: Lu ryrn - J
LU
2" MIN GRIND & VARIABLE 2"-4"
OVERLAY PER TYPICAL SECTION m
t a+ x
W
1 O m
N W
REMOVE AC PAVING AND \ 0 16 0 -1 +0 8 9+ 0-
CONSTRUCT 4" AC ON NATIVE 1 +� a- -I - - -
COMPACTED TO 95% ' 7 " OO
4 +
W
2 z
- - J
1" = 30' ! U
30 15 0 30 60 90 EX RW 3 1 Q
MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH CITY OF ..tea. BENCHMARK:
THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR ,�+ CITY OF LAKE ELSINORE SHEET 3
CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE LADE LSII`{OKE
�jJ DREAM
COLLIER REHABILITATION PROJECT PAVEMENT
OF 9
Z�\' H' -`� ' 3/15/21 PREPARED BY: SHEETS
REMON HABIB, RCE No. 83156 DATE STA 10+00.00 TO STA CITY PROJECT NO.
CITY ENGINEER 3/15/21 25+00.00 Z-10069
CITY OF LAKE ELSINORE C. NORVANI DATE SCALE:1"=30'
4 1 1 3 4 1 1
cl) EX RW `•� LL
W
LU
LU
O
U) w
W m
W
LU
N 4 N CN W
Op _ 0 _ 7+ - — — - M+ - 29 00 + 0 3+0 2+_0 3+0 -34+00-
O
00
UU
z N COLLIER AVE w
J
LO
..� a
1 2 2 3 2 2 1
4 1 3 1 2
_ EX RW r LO
. - - - - - - - -- -tiv-- r ,_ - - -- W W -- �-
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COLLIER AVE w
co ~
Z_
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_ — -- - -- - - -- — - - - - - - -- - -
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3 4 2 1
PAVING LEGEND:
PAVEMENT NOTES: PAVING NOTES:
1. AFTER MILLING PAVEMENT TO SPECIFIED 2" DEPTH, SEAL/REPAIR ANY PROTECT EX MANHOLE AND ADJUST AS NECESSARY DURING GRIND AND OVERLAY
OVERLAY PER
2" MIN GRIND T VARIABLE 2"-4" Oj
TYPICAL SECTION CRACKS PRIOR TO APPLICATION OF TACK COAT. OPERATIONS
2. HEADER GRIND AT BEGINNING AND END OF MILLING SEGMENTS. O PROTECT EX VALVE(S) AND ADJUST AS NECESSARY DURING GRIND AND OVERLAY
OPERATIONS
3. EDGE GRIND ADJACENT TO CONCRETE GUTTER/COMMERCIAL DRIVEWAYS. O3 PAVEMENT WORK LIMITS
4. INSTALL TEMPORARY ASPHALT RAMPS WEDGES AROUND ALL " = 30'
/ O4 PROTECT EX MEDIAN CURB DURING GRIND AND OVERLAY OPERATIONS
MANHOLES/VALVES AFTER MILLING. 30 15 0 30 60 90
MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH CITY OF ..tea. BENCHMARK:
THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY OF LAKE ELSINORE SHEET 4
CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE LADE pLSIriOR_E
DREAM COLLIER
REHABI AVENUEITATION PROJECT PAVEMENT
OF 9
3/15/21 PREPARED BY: SHEETS
REMON HABIB, RCE No. 83156 DATE STA 25+00.00 TO STA CITY PROJECT NO.
CITY ENGINEER 3/15/21 41+00.00 Z-10069
CITY OF LAKE ELSINORE C. NORVANI DATE SCALE:1"=30'
1 3 1 4
' EX RW . % LLL
LI
W — —
4L— O
U) w J
W
w m
LLI
C7 0) n r W
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O 42+00. 43+00 — — —44 +0 X 45+0 _ 46+00 4 0 � 46+00 — + � — + 0 �
CD CD
w
COLLIER AVE
z x
LLI
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Z
- - - - - - - - - - - — - - - - - - - - — —
EX
1 2 4 3 2 2 2
3 2 1
4
LJJ _
� — — — — — LLJ
p w
m =
w N COLLIER AVE w
5 00
c:) — 4 57+'00 CD
C7
+
0
LLI
LLI
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Q — EX RW , '•, 'r � �— —— — — Q
3 2 1
PAVING LEGEND: PAVEMENT NOTES: PAVING NOTES:
1. AFTER MILLING PAVEMENT TO SPECIFIED 2" DEPTH, SEAL/REPAIR ANY PROTECT EX MANHOLE AND ADJUST AS NECESSARY DURING GRIND AND OVERLAY
2" MIN GRIND & VARIABLE 2"-4" CRACKS PRIOR TO APPLICATION OF TACK COAT. O OPERATIONS
OVERLAY PER TYPICAL SECTION 2. HEADER GRIND AT BEGINNING AND END OF MILLING SEGMENTS. O PROTECT EX VALVE(S) AND ADJUST AS NECESSARY DURING GRIND AND OVERLAY
OPERATIONS
3. EDGE GRIND ADJACENT TO CONCRETE GUTTER/COMMERCIAL DRIVEWAYS. O PAVEMENT WORK LIMITS
1" = 30'
4. INSTALL TEMPORARY ASPHALT RAMPS/WEDGES AROUND ALL O4 PROTECT EX MEDIAN CURB DURING GRIND AND OVERLAY OPERATIONS 30 15 0 30 60 90
MANHOLES/VALVES AFTER MILLING.
MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH CITY OF ..tea. BENCHMARK:
THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR ,�+ CITY OF LAKE ELSINORE SHEET 5
CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE LADE LSIri0KE
DREAM
COLLIER AVENUE
PAVEMENT
REHABILITATION
PROJECT OF 9
3/15/21 PREPARED BY: SHEETS
REMON HABIB, RCE No. 83156 DATE STA 41+00.00 TO STA CITY PROJECT NO.
CITY ENGINEER 3/15/21rj7+00,00 Z-10069
CITY OF LAKE ELSINORE C. NORVANI DATE SCALE:1"=30'
2 3 1 2 4 2
' H
.� _ - EX RWLu
LL
W — .Y• � - - -- - - --
_ O
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W _ W
c COLLIER AVE N N_:
W
59 j 0 •- X X -60+ 0 o _ 61 0 6 00 r 63 i 00 _ i_ 64+00 + Tb + _ - 0 O
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+ O
W 1 1 N
Z
W
J z
• .416 .
1 2 3 2 1 1 2 1 2
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w COLLIER AVE
W
-- -
7+ 6 6 0 + 71+00 0
O
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Ur•• o W
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PAVING LEGEND: PAVEMENT NOTES: PAVING NOTES:
1. AFTER MILLING PAVEMENT TO SPECIFIED 2" DEPTH, SEAL/REPAIR ANY PROTECT EX MANHOLE AND ADJUST AS NECESSARY DURING GRIND AND OVERLAY
2" MIN GRIND & VARIABLE 2"-4" CRACKS PRIOR TO APPLICATION OF TACK COAT. O OPERATIONS
OVERLAY PER TYPICAL SECTION PROTECT EX VALVE(S) AND ADJUST AS NECESSARY DURING GRIND AND OVERLAY
2. HEADER GRIND AT BEGINNING AND END OF MILLING SEGMENTS. O OPERATIONS
3. EDGE GRIND ADJACENT TO CONCRETE GUTTER/COMMERCIAL DRIVEWAYS. O PAVEMENT WORK LIMITS
4. INSTALL TEMPORARY ASPHALT RAMPS/WEDGES AROUND ALL O4 PROTECT EX MEDIAN CURB DURING GRIND AND OVERLAY OPERATIONS " = 30'
MANHOLES/VALVES AFTER MILLING. 30 15 0 30 60 90
OREMOVE AND REPLACE TRAFFIC LOOP
MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH CITY OF ,sue BE"°"MARK: CITY OF LAKE ELSINORE SHEET
THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR �1 6
CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE LADE LSIHOIZE
COLLIER AVENUE PAVEMENT
DREAM EXTREME! COLLIER
PROJECT OF 9
3/15/21 PREPARED BY: SHEETS
REMON HABIB, RCE No. 83156 DATE STA 57+00.00 TO STA CITY PROJECT NO.
CITY ENGINEER 3/15/21 71+00.00 Z-10069
CITY OF LAKE ELSINORE C. NORVANI DATE SCALE:1"=30'
5 6
2 2 9 8 8
COLLIER AVENUE
I 2'
" STA 12+38 - TA 12+80 STA 15+05 �• STA 15+84
JOIN EXISTING v' JOIN EXISTING JOIN EXISTINGt� JOIN EXISTING • + a a + +
START OF CURB & GUTTER END OF CURB & GUTTER START OF SPANDREL JOINT SPANDREL JOINT
o � t `
60
10I00 11+00 12+00 /13+00 14+00 15+00 16+00 17+00 17+64 d.
- -
— - - -- - - - - - - - - - - - - —
I
/ 11+ STA 11+88 '
DIN EXISTING FL JOIN EXISTING FL �
TART OF AC DIKE START,OF DIKE
I I
COLLIER AVENUE
1 RIVERSIDE DRIVE 1
O
PAVING NOTES:
OPROTECT EX MANHOLE AND ADJUST AS NECESSARY DURING GRIND AND OVERLAY
OPERATIONS
OPROTECT EX VALVE(S) AND ADJUST AS NECESSARY DURING GRIND AND OVERLAY
OPERATIONS
OPAVEMENT WORK LIMITS
O4 PROTECT EX MEDIAN CURB DURING GRIND AND OVERLAY OPERATIONS
PAVING LEGEND: PAVEMENT NOTES:
O INSTALL TYPE 8 CURB & GUTTER PER CITY OF LAKE ELSINORE STD. 201 TO
1. AFTER MILLING PAVEMENT TO SPECIFIED 2" DEPTH, SEAL/REPAIR ANY MATCH EXISTING ELEVATIONS AT LIMITS.
2" MIN GRIND & VARIABLE 2"-3" CRACKS PRIOR TO APPLICATION OF TACK COAT.
OVERLAY PER TYPICAL SECTION O CONSTRUCT CROSS GUTTER AND SPANDREL PER COUNTY OF RIVERSIDE STD. 209.
2. HEADER GRIND AT BEGINNING AND END OF MILLING SEGMENTS. MATCH EXISTING ELEVATIONS AT LIMITS.
REMOVE AC PAVING AND 3. EDGE GRIND ADJACENT TO CONCRETE GUTTER/COMMERCIAL DRIVEWAYS. O7 INSTALL TRAVERSIBLE DIKE PER CALTRANS STD. A87B, TYPE D.
CONSTRUCT 4" AC ON NATIVE
9
COMPACTED TO5% 4. INSTALL TEMPORARY ASPHALT RAMPS/WEDGES AROUND ALL
MANHOLES/VALVES AFTER MILLING. Og REMOVE AND DEMOLISH CROSS GUTTER, CURB AND GUTTER OR AC BERM.
O REMOVE AND REPLACE TRAFFIC LOOP
1" = 30'
30 15 0 30 60 90
MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH CITY OF BENCHMARK:
THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY OF LAKE ELSINORE SHEET 7
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CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE LADE�LSII`{OKE
:IV�I COLLIER AVENUE PAVEMENT 9
H' 4, Dliennt EXTREME! REHABILITATION PROJECT
3/15/21 PREPARED BY: RIVERSIDE DR OF SHEETS
REMON HABIB, RCE No. 83156 DATE
STA 10+00.00 TO STA CITY PROJECT N0.
CITY ENGINEER 3/15/21 Z-10069
CITY OF LAKE ELSINORE C. NORVANI DATE SCALE:1"=30' 17+64.00
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PAVEMENT NOTES: PROTECT EX MANHOLE AND ADJUST AS NECESSARY DURING GRIND AND OVERLAY
1
OPERATIONS O CONSTRUCT CROSS GUTTER AND SPANDREL PER COUNTY OF RIVERSIDE STD. 209.
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O7 INSTALL TRAVERSIBLE DIKE PER CALTRANS STD. A87B, TYPE D.
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OPERATIONS TO OCCUR AT / O Og REMOVE AND DEMOLISH CROSS GUTTER, CURB AND GUTTER OR AC BERM.
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1" = 30'
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NIGHT BETWEEN 9 PM 4. INSTALL TEMPORARY ASPHALT RAMPS/WEDGES AROUND ALL INSTALL TYPE 8 CURB & GUTTER PER CITY OF LAKE ELSINORE STD. 201 TO O REMOVE AND REPLACE TRAFFIC LOOP 30 15 0 30 60 90
AND 5 AM MANHOLES/VALVES AFTER MILLING. O MATCH EXISTING ELEVATIONS AT LIMITS.
MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH CITY OF BENCHMARK:
THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR � CITY OF LAKE ELSINORE SHEET 8
CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE LADE
, LSII`IOIZE
:IVDREAM
COLLIER LITATIONAVENUE PA P EMENTJECT OF 9
REHAB3/15/21 PREPARED BY: CENTRAL AVENUE SHEETS
REMON HABIB, RCE No. 83156 DATE
STA 9+50.00 TO STA CITY PROJECT N0.
CITY ENGINEER 3/15/21 Z-10069
CITY OF LAKE ELSINORE C. NORVANI DATE SCALE:1r=30' 26+50.00
9 (4) 3 3
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CENTRAL AVENUE
PAVING LEGEND:
1" = 30'
30 15 0 30 60 90
3" MIN. GRIND & 3" OVERLAY
PAVING NOTES:
PROTECT EX MANHOLE AND ADJUST AS NECESSARY DURING GRIND AND OVERLAY O CONSTRUCT CROSS GUTTER AND SPANDREL PER COUNTY OF RIVERSIDE STD. 209.
PAVEMENT NOTES: OO OPERATIONS 6 MATCH EXISTING ELEVATIONS AT LIMITS.
1. AFTER MILLING PAVEMENT TO SPECIFIED DEPTH, SEAL/REPAIR ANY CRACKS O PROTECT EX VALVE(S) AND ADJUST AS NECESSARY DURING GRIND AND OVERLAY O INSTALL TRAVERSIBLE DIKE PER CALTRANS STD. A87B, TYPE D.
CENTRAL AVENUE PAVING PRIOR TO APPLICATION OF TACK COAT. OPERATIONS
O3 PAVEMENT WORK LIMITS O REMOVE AND DEMOLISH CROSS GUTTER, CURB AND GUTTER OR AC BERM.
OPERATIONS TO OCCUR AT 2. HEADER GRIND AT BEGINNING AND END OF MILLING SEGMENTS.
NIGHT BETWEEN 9 PM 3. EDGE GRIND ADJACENT TO CONCRETE GUTTER/COMMERCIAL DRIVEWAYS. O PROTECT EX MEDIAN CURB DURING GRIND AND OVERLAY OPERATIONS O REMOVE AND REPLACE TRAFFIC LOOP
AND 5 AM 4. INSTALL TEMPORARY ASPHALT RAMPS/WEDGES AROUND ALL O INSTALL TYPE 8 CURB & GUTTER PER CITY OF LAKE ELSINORE STD. 201 TO
5
MANHOLES/VALVES AFTER MILLING. MATCH EXISTING ELEVATIONS AT LIMITS.
MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH CITY OF ,.ear BENCHMARK:
THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR ,�+ CITY OF LAKE ELSINORE SHEET 9
CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE LADE�LSIri0KE
:IVDREA� COLLIER LITAAVENUETION PA PROJECT VEMENT of 9
REHAB3/15/21 PREPARED BY: CENTRAL AVENUE SHEETS
REMON HABIB, RCE No. 83156 DATE
STA 26+50.00 TO STA CITY PROJECT N0.
CITY ENGINEER 3/15/21 Z-10069
CITY OF LAKE ELSINORE C. NORVANI DATE SCALE:1"=30' 34+25.00