05. CIP No. 22-23 - Apprvl of Plans & Specs and Auth to Solicit Bids for REsidential Streets Pavement Proj - Area 6

Item No.

TO: HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL

FROM: OFFICE OF THE CITY MANAGER
BY: MATTHEW BAUMGARDNER, P.E., DIRECTOR OF PUBLIC

WORKS/ CITY ENGINEER

DATE: JULY 8, 2025

SUBJECT: APPROV AL OF PLANS AND SPECIFICATIONS AND AUTHORIZATION

TO SOLICIT FOR CONSTRUCTION BIDS FOR THE RESIDENTIAL
STREETS PAVEMENT PROJECT – AREA 6, CAPITAL IMPROVEMENT
PROJECT (CIP) NO. 22-23

EXECUTIVE SUMMARY

The City Council will consider approving plans and specifications, and authorizing the solicitation of construction bids for the Residential Streets Pavement Rehabilitation – Area 6 Project (Project), Capital Improvement Program (CIP) No. 22-23. This area is recommended for improvement based on the City’s approved Pavement Management Program and completes the original 10-area residential street paving program that began in 2021.

RECOMMENDATION

That the City Council:

Approve the plans and specifications, and authorize the solicitation of construction bids, for the Area 6 Project (Project), Capital Improvement Program (CIP) No. 22-

23. BACKGROUND

The City’s Pavement Management Program (PMP) is the primary tool used to prioritize street pavement rehabilitation projects throughout the City. The PMP evaluates, ranks, and prioritizes each City street segment based on surface conditions (cracking, surface failures, etc.), pavement structural strength, and other field observations. The PMP systematically prioritizes areas for pavement rehabilitation through a 10-year work plan in which the City was divided into ten areas as shown in Attachment A.

The residential street segments in each area identified as priorities for improvements are either in a state of minor deterioration and can be inexpensively repaired with minor maintenance methods such as slurry seal, cape seal, or overlay while other residential street segments identified are deteriorated to a state of disrepair beyond what ordinarily could be handled through routine street maintenance practices and must be

APPROVAL OF PLANS AND SPECIFICATIONS AND AUTHORIZATION TO SOLICIT FOR CONSTRUCTION BIDS FOR THE RESIDENTIAL STREETS PAVEMENT PROJECT – AREA 6, CAPITAL IMPROVEMENT PROJECT (CIP) NO. 22-23
JULY 8, 2025
PAGE 2

2 reconstructed. Residential roadway rehabilitation projects for Areas 1-9 were completed between 2021 and 2025. Area 6 will be the final residential area rehabilitated, concluding the City’s 10-year work plan. Ultimately, the pavement rehabilitation on residential street segments will raise the condition of the pavement to an acceptable standard and will extend the life of the infrastructure by 20 years.

ANALYSIS

The plans (Attachment B) and specifications for the subject Project are complete and the Project is now ready for solicitation of bids. This Project will rehabilitate 64 residential street segments with a total length of approximately 53,089 linear feet or 10.1 miles.

Attachment C provides a list of residential streets that will be overlaid or reconstructed.

The scope of work includes, ARAM + slurry seal, grind and overlay, and pavement rehabilitation. This Project will also replace damaged and uplifted sidewalks; curb and gutter; cross gutters; and driveway approaches. Finally, this Project will reconstruct curb access ramps to comply with the latest Americans with Disabilities Act (ADA) standards.

Staff anticipates bidding the Project in July 2025, with construction anticipated to begin in September 2025 and be completed by December 2025. Area 6 will be the 10th and final residential area rehabilitated in the last four (4) years, concluding the City’s 10-year work plan to rehabilitate the residential roadways Citywide.

This Project is categorically exempt from the provisions of the California Environmental Quality Act (CEQA) under Section 15301(c), Existing Facilities.

CITY COUNCIL PRIORITIES

Quality of Life, Safety & Infrastructure

FISCAL IMPACT

Approval of the recommended actions will result in an expenditure of $4,547,748 of budgeted CIP funds from Vehicle Impact Fee, Clean California Grant, and SB1 funds to cover the total estimated project costs (break down listed in table below). Depending on actual bids received, a detailed project cost summary will be provided at the time of award of the construction contract for this project.

Description Amount
Design and Preliminary Engineering $218,660
Construction Contract (Estimated) $4,100,000
Contingencies (10%) $410,000

3 Construction Inspection and Materials Testing $175,000 Construction Engineering and Contract Administration $150,000 Total Estimated Project Cost: $5,053,660

There are sufficient fund balances in the approved Fiscal Year 2025-2026 CIP budget for the recommended actions, as shown in the table below:

Account
No. Funding Source Amount
59-1-6879 Measure R Bond Fund $20,064
38-1-6879 Vehicle Impact Fee $4,725,000
32-1-6879 SB1 Local Return Fund $275,000
56-1-6879 Measure R Local Return Fund $56,000
Total Available Budget: $5,076,064

A detailed Project cost summary will be provided at the time of the award of the construction contract.

ATTACHMENTS

Attachment A: 10-Year Workplan Area Identification Map
Attachment B: Project Plans
Attachment C: List of Streets to be Rehabilitated

ATTACHMENT A

ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER

OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER BY

ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT

THERETO AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED

HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF

UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE

UNDERSIGNED, NOT INDICATED ON THE PUBLIC RECORDS EXAMINED,

LOCATED AT VARIANCE WITH THAT REPORTED OR SHOWN ON RECORDS EXAMINED.

THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES

TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE

CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK.

CITY OF DOWNEY

PUBLIC WORKS DEPARTMENT

RESIDENTIAL STREET PAVEMENT
REHABILITATION PROJECT - AREA 6
CAPITAL IMPROVEMENT PROJECT NO. 22-23

SHEET INDEX

TITLE SHEET
LOS ANGELES COUNTY BENCH MARK NO. EY1690A
ELEVATION = 110.681 NAVD 2013
DESCRIBED BY THE COUNTY SURVEYOR'S OFFICE: CITY ENG TAG IN E CB 5FT S/O BCR @ SE COR WOODRUFF AVE & FIRESTONE BLVD

ALL WORK CALLED FOR ON THE PLANS SHALL COMPLY WITH THE CITY OF DOWNEY STANDARD PLANS AND SPECIFICATIONS; THE LATEST EDITIONS OF THE

STANDARD PLANS AND SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, "GREENBOOK"; AND THE CALTRANS STANDARD PLANS AND SPECIFICATIONS.

LOCATIONS OF EXISTING UTILITIES AND/OR UNDERGROUND FACILITIES, IF

SHOWN, ARE IN THEIR APPROXIMATE LOCATIONS BASED ON BEST AVAILABLE INFORMATION AT TIME OF PREPARING PLANS. ACTUAL LOCATION, SIZE, TYPE,

AND NUMBER OF UTILITIES AND/OR UNDERGROUND FACILITIES MAY DIFFER

FROM THAT SHOWN AND SUCH UTILITIES OR FACILITIES MAY BE PRESENT THAT ARE NOT SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO HAVE SITE

INSPECTED BY USA PRIOR TO COMMENCING WORK AND TO VERIFY LOCATIONS

OF ALL UTILITIES WITH RESPECTIVE OWNERS PRIOR TO STARTING WORK AND THROUGHOUT CONTRACT. THE PLANS ONLY SHOW KNOWN UNDERGROUND UTILITIES FOR STREETS THAT ARE TO BE RECONSTRUCTED.

THE CONTRACTOR SHALL NOTIFY THE CITY OF DOWNEY INSPECTOR AT LEAST 48 HOURS PRIOR TO ANY CONSTRUCTION PHONE: 562-904-7110.

INSPECTION BY THE CITY OR ITS REPRESENTATIVE OF THE WORK CALLED FOR

ON THE PLANS DOES NOT, IN ANY WAY, RELIEVE THE CONTRACTOR OF THEIR

OBLIGATION TO PERFORM WORK IN COMPLIANCE WITH THE PLANS AND SPECIFICATIONS.

THE CONTRACTOR SHALL USE PROPER SAFETY SIGNING AND BARRICADING AS

REQUIRED PER CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (CAMUTCD), LATEST EDITION.

REQUESTS FOR DEVIATIONS FROM THE APPROVED PLANS (EXCEPT MINOR

ADJUSTMENTS IN THE FIELD TO MEET EXISTING CONDITIONS), SHALL BE MADE IN

WRITING AND ARE NOT TO BE INITIATED UNLESS, OR UNTIL, THEY ARE APPROVED

BY THE PUBLIC WORKS DIRECTOR/CITY ENGINEER OR A REPRESENTATIVE ACTING SPECIFICALLY UPON HIS INSTRUCTIONS.

QUANTITIES, AS SHOWN ON THE PLANS ARE ESTIMATED, AND THE CONTRACTOR

IS ADVISED THAT FINAL QUANTITIES OF MATERIAL AND WORK IN PLACE MAY BE MORE OR LESS THAN THOSE INDICATED ON THE PLANS.

CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL

REPORT ALL DISCREPANCIES TO THE CITY ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.

AT NO TIME IS ANY BUSINESS OR RESIDENCE TO BE WITHOUT ACCESS UNLESS OTHERWISE APPROVED IN WRITING BY THE CITY.

WORK LIMITED BETWEEN 8:00 A.M. AND 5:00 P.M., UNLESS OTHERWISE APPROVED BY THE CITY.

NO STORAGE OF MATERIALS/EQUIPMENT WILL BE ALLOWED IN PUBLIC RIGHT-OF-WAY. PROVIDE OFFSITE/ONSITE STAGING/STORAGE AREA IF NECESSARY.

TRAFFIC CONTROL SHALL BE PER THE LATEST EDITION OF THE CA MUTCD OR WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH).

PEDESTRIAN ACCESS ALONG PARKWAY MUST BE MAINTAINED AT ALL TIMES.

THE CONTRACTOR SHALL OPERATE IN A MANNER COMPLIANT WITH ALL

APPLICABLE SECTIONS OF THE DOWNEY MUNICIPAL CODE AND COMPLIANT WITH ALL APPLICABLE CITY COUNCIL RESOLUTIONS.

HARD HATS AND SAFETY VESTS SHALL BE WORN AT ALL TIMES WHEN WORKING ON THIS PROJECT.

CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE

RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF THE

CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND,

CONTINUOUSLY INDEMNIFY AND HOLD THE CITY AND ITS EMPLOYEES HARMLESS

FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE

PERFORMANCE OF THE WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM SOLE NEGLIGENCE OF THE CITY OR ITS EMPLOYEES.

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.

13. 14.

15. 16.

GENERAL NOTES

UNDERGROUND STRUCTURES

BENCHMARK
LEGEND
CIP NO. 22-23
HORIZ. 1" = 20'
VERT. 1" = 4'

PROFILE
SCALE
RESIDENTIAL STREET REHABILITATION PROJECT - AREA 6
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP
SHT. NO.DESCRIPTION
1 TITLE SHEET
2 INDEX TO SHEETS
3 CONSTRUCTION DETAILS
4 PAVEMENT REHAB DETAILS
5 BAYSINGER STREET - VULTEE AVE. TO STA 15+50BAYSINGER STREET - STA 15+50 TO STA 18+50BAYSINGER STREET - STA 18+50 TO STA 21+54 6 IRWINGROVE DRIVE - VULTEE AVE. TO STA 16+00IRWINGROVE DRIVE - STA 16+00 TO CLANCEY AVE. 7 VIA AMORITA - CHANEY AVE. TO EAST MIDDLE SCHOOL
8 BIGBY STREET - FROM VULTEE AVE. TO CLANCEY AVE.
9 FARM STREET - VULTEE AVE. TO STA 15+50FARM STREET - STA 15+50 TO CLANCEY AVE. 10 GOTHAM STREET - LAKEWOOD BLVD. TO STA 17+50
11 GOTHAM STREET - STA 17+50 TO CHANEY AVE.
12 ARRINGTON AVENUE - MULLER TO CUL-DE-SAC
13 MULLER STREET - LAKEWOOD BLVD. TO STA 14+00MULLER STREET - STA 14+00 TO CLANCEY AVE. 14 MULLER STREET - CLANCEY AVE. TO CHANEY AVE.
15 MULLER STREET - CHANEY AVE. TO STA 26+50MULLER STREET - STA 26+50 TO STA 30+00MULLER STREET - STA 30+00 TO WOODRUFF AVE. 16 BRIERBUSH STREET - MULLER ST. TO ENDGARNISH DRIVE - MULLER ST. TO END 17 EGLISE AVENUE - WOODRUFF AVE. TO GOTHAM ST.

SHT. NO.
37 MATTOCK AVENUE - MULLER ST. TO QUINN ST.
38 CASANES AVENUE - BUELL ST. TO STA 28+00CASANES AVENUE - STA 28+00 TO STA 31+50CASANES AVENUE - STA 31+50 TO GOTHAM ST. 39 CECILIA STREET - WOODRUFF AVE. TO STA 41+50
40 CECILIA STREET - STA 41+50 TO CASANES AVE.
40 CORD AVENUE - PELLET ST. TO END
41 PANGBORN AVENUE - FIRESTONE BLVD. TO STA 13+50
SHT. NO.
18 SHELLYFIELD ROAD - CECILIA ST. TO STA 31+50
19 SHELLYFIELD ROAD - STA 31+50 TO GOTHAM ST.
20 CECILIA STREET - LAKEWOOD BLVD. TO STA 18+00
21 CECILIA STREET - STA 18+00 TO STA 26+00
22 CECILIA STREET - STA 26+00 TO WOODRUFF AVE.
23 BUELL STREET - CHANEY AVE. TO STA 30+00
24 BUELL STREET - STA 30+00 TO CECILIA ST.

FLORENCE FRONTAGE - EGLISE AVE. TO END
25 EGLISE AVENUE - VIA AMORTIA TO STA 49+50EGLISE AVENUE - STA 49+50 TO STA 52+50EGLISE AVENUE - STA 52+ 50 TO FLORENCE AVE. 26 CORD AVENUE - VIA AMORITA TO FLORENCE FRONTAGE
27 FLORENCE FRONTAGE - END TO END
28 CASANES AVENUE - VIA AMORITA TO 48+50CASANES AVENUE - 48+50 TO FLORENCE FRONTAGE 29 VIA AMORITA - HASTY AVE. TO PANGBORN AVE.
30 BIGBY STREET - WOODRUFF AVE. TO HASTY AVE.
31 FARM STREET - WOODRUFF AVE. TO HASTY AVE.
32 MATTOCK AVENUE - FARM ST. TO STA 44+00MATTOCK AVENUE - STA 44+00 TO STA 48+50 33 MATTOCK AVENUE - STA 48+50 TO STA 53+00MATTOCK AVENUE - STA 53+00 TO FLORENCE FRONTAGE 34 LESTERFORD AVENUE - VIA AMORITA TO STA 51+00
35 LESTERFORD AVENUE - STA 51+00 TO FLORENCE AVE.
36 FARM STREET - PANGBORN AVE. TO LESTERFORD AVE.

PANGBORN AVENUE - STA 13+50 TO STA 17+50
42 PANGBORN AVENUE - STA 17+50 TO STA 21+50PANGBORN AVENUE - STA 21+50 TO CECILIA ST. 43 ARDINE STREET - PANGBORN AVE. TO ARDINE ST.
44 ARIDNE STREET - ARDINE ST. TO NEWVILLE AVE.
45 CECILIA STREET - PANGBORN AVE. TO STA 56+00
46 CECILIA STREET - STA 56+00 TO PICO VISTA RD.
47 PICO VISTA ROAD - RIO SAN GABRIEL PARK TO STA 28+00PICO VISTA ROAD - STA 28+00 TO STA 32+00 48 PICO VISTA ROAD - STA 32+00 TO STA 36+00PICO VISTA ROAD - 36+00 TO GAYBROOK AVE. 49 PICO VISTA ROAD - GAYBROOK AVE. TO VIA AMORTIA
50 GAYBROOK AVENUE - PICO VISTA RD. TO STA 42+50
51 GAYBROOK AVENUE - STA 42+50 TO CUL-DE-SAC
52 53
LITTLE LAKE ROAD - CECILIA ST. TO STA 30+50
54 LITTLE LAKE ROAD - STA 30+50 TO STA 34+50LITTLE LAKE ROAD - STA 34+50 TO STA 38+50 55 LITTLE LAKE ROAD - STA 38+50 TO STA 42+50LITTLE LAKE ROAD - STA 42+50 TO STA 46+50 56 LITTLE LAKE ROAD - STA 46+50 TO STA 49+00LITTLE LAKE ROAD - STA 49+00 TO I-605 FWY. 57 58
HALCOURT AVENUE - FROM LITTLE LAKE RD. TO STA 33+50
59 HALCOURT AVENUE - STA 33+50 TO CUL-DE-SAC
SHT. NO.

CASANES AVENUE - STA 24+51 TO CECILIA ST.

NEWVILLE AVENUE - FIRESTONE BLVD. TO ARDINE ST.

LESTERFORD AVENUE - CECILIA ST. TO BUELL ST.
60 CECILIA STREET - CUL-DE-SAC TO STA 74+50
61 CECILIA STREET - STA 74+50 TO STUDEBAKER RD.
62 LEFLOSS AVENUE - CECILIA ST. TO CUL-DE-SAC
63 BENFIELD AVENUE - CECILIA ST. TO STUDEBAKER RD.CROSSDALE AVENUE - CECILIA ST. TO 31+50 64 CROSSDALE AVENUE - 31+50 TO DOLLISON DR.

DALWOOD AVENUE - CECILIA ST. TO STA 26+50
65 DALWOOD AVENUE - STA 26+50 TO ENDELMCROFT AVENUE - CECILIA ST. TO STA 26+50 66 ELMCROFT AVENUE - STA 26+50 TO END
67 FAIRFORD AVENUE - CECILIA ST. TO STA 27+00
68 FAIRFORD AVENUE - STA 27+00 TO STA 31+00FAIRFORD AVENUE - STA 31+00 TO DOLLISON DR.DOLLISON DRIVE - CROSSDALE AVE. TO STA 90+00DOLLISON DRIVE - STA 90+00 TO FAIRFORD AVE.

DOLLISON DRIVE - END TO CROSSDALE AVE.

DESCRIPTION DESCRIPTION DESCRIPTION

CONSTRUCTION NOTES
2 5
7 8
18 ADJUST VALVE BOX AND COVER TO GRADE.

CONSTRUCT 6" DEPTH, 12" MINIMUM WIDTH AC SLOT PAVING.

REMOVE AND REPLACE EXISTING CIRCULAR TRAFFIC LOOP
DETECTOR PER SPPWC STD. 457-1.

RELOCATE EXISTING SIGN(S) ON NEW POST PER CITY OF DOWNEY STD.

DWG. NO. 22 (SIGN TYPE AS SHOWN).

PRUNE/GRIND ROOTS AND REPLACE EXISTING HARDSCAPE IMPROVEMENTS.

H
A
B
C
D
E
F

STRIPING NOTES
IV
G
I
J
K
INSTALL 12" WHITE THERMOPLASTIC CROSSWALK (10' MIN WIDTH), LIMIT LINE, OR YIELD LINE PER CALTRANS STD. PLAN NO. A24E.

INSTALL THERMOPLASTIC "STOP" PAVEMENT MARKING PER CALTRANS STD. PLAN A24D.

INSTALL THERMOPLASTIC PAVEMENT MARKING AS INDICATED PER CALTRANS STD. PLAN A24D & A24E.

INSTALL THERMOPLASTIC DOUBLE YELLOW LINE PER DETAIL 22 PER CALTRANS STD. PLAN A20A.

INSTALL 8" WHITE THERMOPLASTIC LINE PER DETAIL 38 PER CALTRANS STD. PLAN A20D.

INSTALL THERMOPLASTIC TYPE "LEFT/RIGHT ARROW" PAVEMENT MARKING PER CALTRANS STD. PLAN A24A.

INSTALL RAISED BLUE PAVEMENT MARKER PER CA MUTCD FIGURE 3B-102(CA).

INSTALL 8" YELLOW THERMOPLASTIC LINE PER DETAIL 38A PER CALTRANS STD. PLAN A20D.

INSTALL 6" YELLOW THERMOPLASTIC CENTERLINE PER DETAIL 1 PER CALTRANS STD. PLAN A20A.

INSTALL 6" WHITE DASHED THERMOPLASTIC LINE PER DETAIL 8 CALTRNSSTD. PLAN A20A.

INSTALL 12" YELLOW THERMOPLASTIC CROSSWALK (10' MIN WIDTH) PER CALTRANS STD. PLAN NO. A24F.
1 3
4 9
17 16
15 14
13 12
10 11
6 19
20 21
MILL EXISTING PAVEMENT TO A DEPTH OF 1.5"
ADJUST VAULT TO GRADE.

ADJUST MANHOLE TO GRADE.

REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT ACCESS RAMP WITH DETECTABLE WARNING DEVICE PER SPPWC STD. PLAN NO. 111-5 CASE C.

REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT ACCESS RAMP
WITH DETECTABLE WARNING DEVICE PER SPPWC STD. PLAN NO. 111-5 CASE D TYPE 1.

CONSTRUCT 1.5" ARHM CAP.

CONSTRUCT 2.5” DEPTH AC BASE COURSE. LEAVE 1.5" BELOW
PROPOSED ROADWAY FINISH SURFACE.

PROTECT IN PLACE.

REMOVE AND DISPOSE EXISTING TREE.

CONSTRUCT ASPHALT RUBBER AGGREGATE MEMBRANE (ARAM) WITH TYPE 2 SLURRY CAPE SEAL. CONTRACTOR SHALL REPAIR POTHOLES AT THE DIRECTION OF THE ENGINEER BEFORE PLACING ARAM.

REMOVE AND RECONSTRUCT PAVEMENT PER DETAIL B ON SHEET 3.

REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT PCC CURB AND GUTTER PER ELEVATIONS ON THE PLAN, SPPWC STD. PLAN NO. 120-2 AND DETAIL C ON SHEET 3. GUTTER WIDTH TO MATCH EXISTING ADJACENT CURB AND GUTTER.

REMOVE AND RECONSTRUCT PCC CROSS GUTTER AND SPANDREL PER SPPWC STD. PLAN NO. 122-3 AND DETAIL D ON SHEET 4.

REMOVE EXISTING PAVEMENT AND UNDERLYING MATERIAL TO A DEPTH OF 4" BELOW PROPOSED ROADWAY FINISH SURFACE. RECOMPACT BASE OR SUBGRADE.

REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT PCC SIDEWALK PER SPPWC STD. PLAN NO. 112-2.

SAWCUT AND INSTALL CAST-IN-PLACE DETECTABLE WARNING DEVICE.

REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT ACCESS RAMP WITH DETECTABLE WARNING DEVICE PER SPPWC STD. PLAN NO. 111-5 AND DETAIL A ON SHEET 3.
22 23

REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT PCC RESIDENTIAL DRIVEWAY PER SPPWC STD. PLAN NO. 110-2 AND DETAIL E ON SHEET 4.

REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT ACCESS RAMP WITH DETECTABLE WARNING DEVICE PER SPPWC STD. PLAN NO. 111-5 CASE A TYPE 5 (1-SIDED).
24 25
MICROMILL EXISTING PAVEMENT AND PLACE 1" AC LEVEL CAUSE PRIOR TO ARAM/SLURRY PLACEMENT.

LEMORAN AVENUE - MULLER ST. TO END
QUINN STREET - PANGBORN AVE. TO MATTOCK AVE.

GENERAL NOTES

1. EXISTING FACILITIES, IMPROVEMENTS, LANDSCAPING, ETC. THAT ARE NOT

DESIGNATED FOR REMOVAL SHALL BE PROTECTED IN PLACE OR
TEMPORARILY REMOVED AND REINSTALLED AFTER WORK IS COMPLETED.

SAWCUTTING AND SLOT PAVING REQUIRED FOR NEW CURB AND GUTTER SHALL BE 1' WIDE UNLESS NOTED OTHERWISE.2.

THE LOCATION AND LIMITS OF NEW OR REPLACEMENT CURB, GUTTER

AND/OR SIDEWALK SHOWN HEREON SHALL BE VERIFIED IN THE FIELD WITH THE CITY INSPECTOR PRIOR TO ANY REMOVALS.

3. EXISTING CONCRETE IMPROVEMENTS SHALL BE SAWCUT WHEN REMOVED AND RECONSTRUCTED.

4. ALL EXPOSED SURFACES TO RECEIVE ARHM CAP SHALL BE CRACK SEALED FOR ALL CRACKS GREATER THAN 18".

5. 69
70 L INSTALL 12'' YELLOW THERMOPLASTIC LADDER CROSS WALK (10' MINWIDTH) EDGE GRIND EXISTING AC SURFACE DOWN TO EXISTING GUTTER LIP.26 71 73
GOTHAM ST. - STA 40+00 TO PANGBORN AVE.HASTY ST. - GOTHAM ST. TO VIA AMORITA 75 PELLET ST. - END TO STA 42+50PELLET ST. - STA 42+50
77 CASANES AVE. - PELLET ST. TO STA 21+00CASANES AVE. - STA 21+00 TO CECIILA ST. 79 LA VILLA ST. - PANGBORN AVE TO NEWVILLE AVE.FOSTORIA ST. - PANGBORN AVE TO NEWVILLE AVE.

SHT. NO.

NEWVILLE AVE. - ARDINE ST. TO LA VILLA ST.

DESCRIPTION
VIA AMORITA - VULTEE AVE. TO CLANCEY AVEGOTHAM ST. - WOODRUFF AVE. TO STA 40+00 72 74
76 78

MIDDLEEAST
SCHOOL

SAN GABRIELELEM SCHOOL
RIO

GABRIELSAN
PARK
RIO

SHOPPING CENTERSTONEWOOD PARKWILDERNESSHOND
A
WORL
D
DOWN
E
Y

MARBEL AVBUELL
ST
MULL
E
R
ST
I-5 F
W
Y

LONGWORTH AVOFFLEY LNQUINN

STFAIRFORD AVDOLLI
S
O
N
D
R
ELMCROFT AVFAIRFORD AVDALWOOD AVCROSSDALE AVSTUDEBAKER RDFWY RAMPFWY RAMPFWY RAMPI-605 FWYI-605 FWYFWY RAMPBENFIELD AVPELLET ST

FOSTORIA ST

BUELL ST

CECILIA STNEWVILLE AVMULLER ST LESTERFORD AVQUINN ST

MATTOCK AVBUELL ST

FIRESTONE BL WOODRUFF AVCORD AVHASTY AVCORD AVCASANES AVPANGBORN AVPICOVISTAFLORENCE AV FRONTAGE NPANGBORN AVFLORENCE AV FRONTAGE S

PANGBORN AVNEWVILLE AVLESTERFORD AVPICO VISTA RDGAYBROOK AVVIA AMORITAMATTOCK AVPANGBORN AVCASANES AVGOTHAM ST

FARM ST

QUINN ST

FARM ST

HASTY AVBIGBY ST

VIA AMORITA HASTY AVBAYSINGER ST

CORD AVEGLISE AVWOODRUFF AVGOTHAM ST

EGLISE AVBRIERBUSH AVLEMORAN AVARRINGTON AVCLANCEY AVHALEDON AVCHANEY AVMULLER ST

BUELL ST

MULLER ST

CECILIA ST BUELL STWOODRUFF AVSTONEWOOD MALL STWOODRUFF AVBAYSINGER ST

IRWINGROVE DR

VIA AMORITA CHANEY AVBIGBY ST

FARM ST

GOTHAM ST

CLANCEY AVCHANEY AVFLORENCE AV

BAYSINGER ST

LAKEWOOD BLCHEROKEE DR

SEVENTH ST

SIXTH ST
AVFIFT
H

S
T

CECILIA STALLEYS SHELLYFIELD RDMULLER ST

STONEWOOD STCECILIA STMARBELMARBEL AVVULTEE AVLA VILLA ST

FOSTORIA ST

ARDINE ST NEWVILLE AVALLEYSNEWVILLE AVFIRESTONE BLPICO VISTA RDDUMONTLEIBACHER AVLITTLE LAKE RDHALCOURTAVLEFLOSS AVESTUDEBAKER RDCECILI A
ST
CECILI
A
STAVRD
LAKELITTLECASANES AVAREA 6HALEDON AVPANGBORN AVCASANES AV

RESIDENTIAL STREETS PAVEMENT REHABILITATION PROJECT: AREA 6

INDEX TO SHEETS
LEGEND

COMPLETED
(NO CONSTRUCTION)

STREETS TO BE

RESURFACED

STREETS TO BE

RECONSTRUCTED
CIP NO. 22-23 RESIDENTIAL STREET REHABILITATION PROJECT - AREA 6 18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

SUMMARY OF STREETS FOR REHABILITATION

STREET FROM TO L W AREA (SF)
BAYSINGER ST VULTEE AVE HALEDON AVE 933 34
31,722
IRWINGROVE DR VULTEE AVE CLANCEY AVE 695 28
19,460
VIA AMORITA CHANEY AVE END 120 32
3,840
BIGBY ST VULTEE AVE CLANCEY AVE 655 28
18,340
FARM ST VULTEE AVE CLANCEY AVE 655 28
18,340

GOTHAM ST LAKEWOOD BLVD CHANEY AVE
1,355 32 43,360
ARRINGON AVE MULLER ST CUL-DE-SAC 447 34
15,198
MULLER ST LAKEWOOD BLVD CLANCEY AVE 679 32
21,728
MULLER ST CLANCEY AVE CHANEY AVE 497 32
15,904

MULLER ST CHANEY AVE WOODRUFF AVE
1,001 34 34,034
LEMORAN AVE MULLER ST CUL-DE-SAC 326 28
9,128
BRIERBUSH AVE MULLER ST CUL-DE-SAC 328 28
9,184
GARNISH DR MULLER ST END 443 28
12,404
EGLISE AVE WOODRUFF AVE GOTHAM ST 373 32
11,936
SHELLYFIELD RD CECILIA ST GOTHAM ST 1,471 28 41,188

CECILIA ST LAKEWOOD BLVD WOODRUFF AVE
2,303 33 75,999
BUELL ST CHANEY ACE CECILIA ST 993 28
27,804
FLORENCE FRONTAGE EGLISE AVE EAST END 433 26
11,518
EGLISE AVE VIA AMORITA FLORENCE AVE 853 32
27,296
CORD AVE VIA AMORITA FLORENCE FRONTAGE 823 34
28,152
FLORENCE FRONTAGE END END 314 26
8,164
CASANES AVE VIA AMORITA FLORENCE FRONTAGE 827 34
28,118
VIA AMORITA HASTY AVE PANGBORN AVE 583 33
19,239
BIGBY ST WOODRUFF AVE HASTY AVE 936 28
26,208
FARM ST WOODRUFF AVE HASTY AVE 939 28
26,292

MATTOCK AVE FARM ST FLORENCE FRONTAGE
1,613 34 54,842

LESTERFORD AVE VIA AMORITA FLORENCE AVE
1,253 32 40,096
FARM ST PANGBORN AVE LESTERFORD AVE 929 32
29,728
QUINN ST PANGBORN AVE MATTOCK AVE 286 28
8,008
MATTOCK AVE MULLER ST QUINN ST 717 28
20,076
CASANES AVE BUELL ST GOTHAM ST 917 32
29,344

CECILIA ST WOODRUFF AVE CASANES AVE
1,016 34 34,544
CASANES AVE CECILIA ST CECILIA ST 72 32 2,304
CORD AVE PELLET ST CUL-DE-SAC 433 28
12,124
PANGBORN AVE FIRESTONE BLVD CECILIA ST 1,414 34 48,076
ARDINE ST PANGBORN AVE ARDINE ST 673 28
18,844
ARDINE ST ARDINE ST NEWVILLE ST 164 21 3,444
NEWVILLE AVE FIRESTONE BLVD ARDINE ST 492 38
18,696

LESTERFORD AVE VIA AMORITA FLORENCE AVE
1,253 32 40,096

CECILIA ST PANGBORN AVE PICO VISTA RD
1,262 28 35,336
LESTERFORD AVE CECILIA ST BUELL ST 299 32
9,568

PICO VISTA RD RIO SAN GABRIEL PARK GAYBROOK AVE
1,513 34 51,442
PICO VISTA RD GAYBROOK AVE VIA AMORITA 560 28
15,680
GAYBROOK AVE PICO VISTA RD CUL-DE-SAC 1,773 28 49,644
LITTLE LAKE RD CECILIA AVE HALCOURT AVE 1,210 34 41,140 LITTLE LAKE RD HALCOURT AVE 605 FREEWAY RAMP
1,586 28 44,408
HALCOURT AVE LITTLE LAKE RD CUL-DE-SAC 462 28
12,936

CECILIA ST CUL-DE-SAC STUDEBAKER RD
1,623 17 27,591
LEFLOSS AVE CECILIA ST CUL-DE-SAC 440 34
14,960
BENFIELD AVE CECILIA ST STUDEBAKER RD 892 34
30,328
CROSSDALE AVE CECILIA ST DOLLISON DR 1,154 34 39,236
DOLLISON DR CUL-DE-SAC CROSSDALE AVE 107 36
3,852
DALWOOD AVE CECILIA ST END 649 34
22,066
ELMCROFT AVE CECILIA ST END 657 34
22,338
FAIRFORD AVE CECILIA ST DOLLISON DR 1,037 34 35,258
= PER VISUAL OBSERVATION, STREET SEGMENTS THAT

APPEAR TO HAVE A MACADAM SUBGRADEM
DOLLISON DR CROSSDALE AVE FAIRFORD AVE 751 36
27,036
VIA AMORITA VULTEE AVE CLANCEY AVE 692 35
24,220

GOTHAM ST WOODRUFF AVE PANGBORN AVE
1,585 36 57,060
HASTY AVE GOTHAM ST VIA AMORITA 882 28
24,696
PELLET ST WEST END PANGBORN AVE 975 34
33,150
CASANES AVE PELLET ST CECILIA ST 1,160 34 39,440
LA VILLA ST PANGBORN AVE NEWVILLE ST 631 28
17,668
FOSTORIA ST PANGBORN AVE NEWVILLE ST 526 24
12,624
NEWVILLE AVE ARDINE ST LA VILLA ST 449 28
12,572

MIDDLEEAST
SCHOOL

SAN GABRIELELEM SCHOOL
RIO

GABRIELSAN
PARK
RIO

SHOPPING CENTERSTONEWOOD PARKWILDERNESSHOND
A
WORL
D
DOWN
E
Y

NASH AVFLORENCE AV FRONTAGE S
STONEWOOD STMARBEL AVFIRESTONE BLHALEDON AVSHEET 5
SHEET 6
SHEET 7
SHEET 9
SHEET 8
SHEET 10 SHEET 11
SHEET 13
SHEET 13
SHEET 12SHEET 14 SHEET 15SHEET 12SHEET 16SHEET 17SHEET 18SHEET 20 SHEET 21 SHEET 22
SHEET 23
SHEET 17
SHEET 25SHEET 26SHEET 27
SHEET 28SHEET 29SHEET 30
SHEET 31 SHEET 32-33SHEET 34-35SHEET 36
SHEET 24
SHEET 37SHEET 38SHEET 39
SHEET 40
SHEET 41-42SHEET 43
SHEET 44SHEET 45
SHEET 46 SHEET 47-48SHEET 49SHEET 50-51S
H
E
E
T

6 5
-
6 6SHEET 67-68S
H
E
E
T

6 4
S
H
E
E
T

6 3
S
H
E
E
T

6 1
-
6 2
S
H
E
E
T

6 0
S
H
E
E
T

5 9
SHEET 57-58SHEET 56SHEET 52-53SHEET 53-54SHEET 19SHEET 24SHEET 55SHEET 16BAYSINGER ST

IRWINGROVE DR

HALEDON AVCHANEY AVVIA AMORITAVULTEE AVBIGBY ST

FARM ST

GOTHAM ST CLANCEY AVCHANEY AVARRINGTON AVSHELLYFIELD RDALLEYSCLANCEY AVHALEDON AVMULLER ST

BUELL STLEMORAN AVBRIERBUSH AVMULLER ST

WOODRUFF AVBUELL ST

BUELL STCHANEY AVCECILIA ST

CECILIA ST
FIFT
H

TAVSIXTH ST

MARBELSEVENTH
ST

CHEROKEE DR LAKEWOOD BLCORD AVFOSTORIA ST

HASTY AVCASANES AVCORD AVWOODRUFF AVSTONEWOOD MALL STPELLET ST

ARDINE ST

FOSTORIA ST

LA VILLA ST

NEWVILLE AVALLEYSNEWVILLE AVFIRESTONE BL

PANGBORN AVPICO VISTA RDBUELL ST

CECILIA ST

MULLER ST LESTERFORD AVNEWVILLE AVMATTOCK AVPANGBORN AVCASANES AVQUINN ST QUINN ST

GOTHAM STCASANES AVPANGBORN AVFARM STHASTY AVGOTHAM ST

FARM ST

BIGBY ST

VIA AMORITA

WOODRUFF AVCORD AVEGLISE AVBAYSINGER
ST

HASTY AVCASANES AVPANGBORN AVFLORENCE AV

WOODRUFF AVPANGBORN AVNEWVILLE AVFLORENCE AV FRONTAGE N PICOVISTAPICO VISTA RDNEWVILLE AVVIA AMORITA I-605 FWYI-605 FWYL
E
F
LO
S
S

A
V
E
DUMONT

A
VRD

LAKESTUDEBAK
ER
RD
BEN
F
IE
LD
A

V DALWOOD

AVELMCRO
F
T
AV
FA
IR
FORD

AV
BUELL
ST
MULL
E
R
ST
QUIN
N
STOF
F
L
EY

LONGWOR
TH
AV
I-5 F
W
Y
F
A
IR
FORD
A
V
DOLLI
S
O
N
D

RSTUDEBAKER RDFWY RAMPFWY RAMPHALCOURT AV
L
E
I
B
ACH
ER

VLITTLE LAKE RDGAYBROOK AVLESTERFORD AVLITTLECROSSDALE

AVMATTOCK AVEGLISE AVMULLER ST GARNISHDRPANGBORN AVCECILI A
ST
CECILI
A
ST

CECILIA ST
SHEET 69
SHEET 70 SHEET 71SHEET 72SHEET 40SHEET 74SHEET 73 SHEET 75-76SHEET 77 SHEET 78
SHEET 79

CONSTRUCTION DETAILS
CIP NO. 22-23 RESIDENTIAL STREET REHABILITATION PROJECT - AREA 6 18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

GENERAL NOTES

1. REMOVE EXISTING PCC IMPROVEMENTS

CONSTRUCT PCC IMPROVEMENTS

REMOVE EXISTING ASPHALT PAVEMENT, BASE

AND/OR SUBGRADE

ARAM WITH CAPE SEAL
LEGEND
EXISTING FACILITIES, IMPROVEMENTS, LANDSCAPING, ETC. THAT ARE NOT

DESIGNATED FOR REMOVAL SHALL BE PROTECTED IN PLACE OR
TEMPORARILY REMOVED AND REINSTALLED AFTER WORK IS COMPLETED.

SAWCUTTING AND SLOT PAVING REQUIRED FOR NEW CURB AND GUTTER SHALL BE 1' WIDE UNLESS NOTED OTHERWISE.2.

THE LOCATION AND LIMITS OF NEW OR REPLACEMENT CURB, GUTTER

AND/OR SIDEWALK SHOWN HEREON SHALL BE VERIFIED IN THE FIELD WITH THE CITY INSPECTOR PRIOR TO ANY REMOVALS.

3. EXISTING CONCRETE IMPROVEMENTS SHALL BE SAWCUT WHEN REMOVED AND RECONSTRUCTED.

4. ALL EXPOSED SURFACES TO RECEIVE ARHM CAP SHALL BE CRACK SEALED FOR ALL CRACKS GREATER THAN 18".

5. MILL & OVERLAY

CONSTRUCTION NOTES
7 REMOVE EXISTING PAVEMENT AND UNDERLYING MATERIAL TO A DEPTH OF 4" BELOW PROPOSED ROADWAY FINISH SURFACE. RECOMPACT BASE OR SUBGRADE.
9 CONSTRUCT ASPHALT RUBBER AGGREGATE MEMBRANE (ARAM) WITH TYPE 2 SLURRY CAPE SEAL. CONTRACTOR SHALL REPAIR POTHOLES AT THE DIRECTION OF THE ENGINEER BEFORE PLACING ARAM.
12 CONSTRUCT 2.5” DEPTH AC BASE COURSE. LEAVE 1.5" BELOW PROPOSED ROADWAY FINISH SURFACE.
13 CONSTRUCT 1.5" ARHM CAP.
23 CONSTRUCT 6" DEPTH, 12" MINIMUM WIDTH AC SLOT PAVING. 5 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT PCC CURB AND GUTTER PER ELEVATIONS ON THE PLAN, SPPWC STD. PLAN NO. 120-2 AND DETAIL C ON SHEET 3. GUTTER WIDTH TO MATCH EXISTING ADJACENT CURB AND GUTTER.

1.5"
&VAR
20' OR AS SHOWN ON PLAN

2.5"

1.5"
6"
1'

TRANSITION LENGTH MAY

BE ADJUSTED DURING

CONSTRUCTION
*ARHM CAP
EXIST. AC SURFACE
JOIN EXIST. PCC X-GTR.

OR EXIST. PVMT.
7 SAWCUT AC

SEE PLANS FOR

CONCRETE REPAIR

LOCATIONS
R/W

STRAIGH
T

G
R
A
D
E
DETAIL "B" - PAVEMENT RECONSTRUCTION DETAIL

ADJACENT TO CROSS GUTTER OR JOIN
N.T.S.

DETAIL "C" - CURB & GUTTER

REPAIR DETAIL
N.T.S.
13 4"
12 4' OR

PER PLAN
EXIST. OR PROPOSED

SIDEWALK (PER PLAN)
5 23
9 EX FS

ADJUST/ REPLACE

IMPACTED LANDSCAPE &

IRRIGATION
234'-6"4'4'-6"8'-9"4'8'-9"1"(TYP)8'-
9 "
4'
8'-
9 "
1"(T
Y
P
)
4'-
6 "
4'
4'-
6 "

DELETE RETAINING CURB
(WHERE POSSIBLE).
3'x4' CAST-IN-PLACE

TRUNCATED DOME
SAWCUT @ FL
*********NOTE: RAMP AREA SHALL

INCLUDE THE VARIABLE HEIGHT
CURB IN FRONT OF THE RAMP.

WIDTH SHALL BE ADJUSTED

ACCORDINGLY SO THAT THE

SLOPES TOWARDS THE RAMP
SHALL NOT EXCEED 7.5%.

INSTALL RETAINING CURB ONLY WHEN
DIRECTED BY THE ENGINEER.

R/W

DELETE RETAINING CURB
(WHERE POSSIBLE).

R/W
3'x4' CAST-IN-PLACE

TRUNCATED DOME
SAWCUT EXIST.

PVMT.
1' (MIN) AC PAVEOUT
(4" MIN. DEPTH)
4'x4' LANDING, 2% MAX. IN
ANY DIRECTION.7.5%MAX7.5% MAX 7.5% MAX7.5%
MAX

7. 5
%

M
A
X 7.5% MAX7
.
5%
M
A
X
7 .
5%MAX

7.5 %
MA
X

7.5 %

M
A
X

ADJACENT TO CROSS GUTTER SPANDREL ADJACENT TO GUTTER
DETAIL "A" - TYPICAL CURB RAMP DETAILS
N.T.S.
4'x4' LANDING, 2% MAX.

IN ANY DIRECTION.2% MAXSLOPE2
%

M
A
X
SL
O
P
E
5% MAX SLOPE
5% MAX SLOPE

PAVEMENT REHAB DETAILS
CIP NO. 22-23 RESIDENTIAL STREET REHABILITATION PROJECT - AREA 6 18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

GENERAL NOTES

1. REMOVE EXISTING PCC IMPROVEMENTS

CONSTRUCT PCC IMPROVEMENTS

REMOVE EXISTING ASPHALT PAVEMENT, BASE

AND/OR SUBGRADE

ARAM WITH CAPE SEAL
LEGEND
EXISTING FACILITIES, IMPROVEMENTS, LANDSCAPING, ETC. THAT ARE NOT

DESIGNATED FOR REMOVAL SHALL BE PROTECTED IN PLACE OR
TEMPORARILY REMOVED AND REINSTALLED AFTER WORK IS COMPLETED.

SAWCUTTING AND SLOT PAVING REQUIRED FOR NEW CURB AND GUTTER SHALL BE 1' WIDE UNLESS NOTED OTHERWISE.2.

THE LOCATION AND LIMITS OF NEW OR REPLACEMENT CURB, GUTTER

AND/OR SIDEWALK SHOWN HEREON SHALL BE VERIFIED IN THE FIELD WITH THE CITY INSPECTOR PRIOR TO ANY REMOVALS.

3. EXISTING CONCRETE IMPROVEMENTS SHALL BE SAWCUT WHEN REMOVED AND RECONSTRUCTED.

4. ALL EXPOSED SURFACES TO RECEIVE ARHM CAP SHALL BE CRACK SEALED FOR ALL CRACKS GREATER THAN 18".

5. MILL & OVERLAY

CONSTRUCTION NOTES
6 REMOVE AND RECONSTRUCT PCC CROSS GUTTER AND SPANDREL PER SPPWC STD. PLAN NO. 122-3 AND DETAIL D ON SHEET 4.
7 REMOVE EXISTING PAVEMENT AND UNDERLYING MATERIAL TO A DEPTH OF 4" BELOW PROPOSED ROADWAY FINISH SURFACE. RECOMPACT BASE OR SUBGRADE.
12 CONSTRUCT 2.5” DEPTH AC BASE COURSE. LEAVE 1.5" BELOW PROPOSED ROADWAY FINISH SURFACE.

CONSTRUCT 1.5" ARHM CAP.13
21 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT PCC RESIDENTIAL DRIVEWAY PER SPPWC STD. PLAN NO. 110-2 AND DETAIL E ON SHEET 4. 23 CONSTRUCT 6" DEPTH, 12" MINIMUM WIDTH AC SLOT PAVING. 2' (TYP)

CROSS GUTTER FLOWLINE SHALL BE

STRAIGHT GRADE FROM & TO JOIN
POINTS.SAWCUT & JOIN
EXIST. AC PAVEMENT XX10'BCRECR76
PER PLANDETAIL "D" - CROSS GUTTER

RECONSTRUCTION DETAIL
N.T.S.
10'6'DIMENSION PER PLAN

1.5" ARHM

2.5" AC BASE

2.5"

1.5"
4"
3/4" GTR. HIKEUP
EXIST. STREET SURFACE
SAWCUT & JOINEXIST. PVMT.

NOTE: USE MIRROR IMAGE FOR
CROSS GTR. ON THE LEFT SIDE.
6 CAP (TYP)

COURSE (TYP)
ST C/L

STRAIGHT GR
A
D
E

SECTION X-X
N.T.S.
13 13
7 7
4"
6 12
PROP. FS
EXIST. FS
1223
23 EXIST. FS
DETAIL "E" - RESIDENTIAL DRIVEWAY

RECONSTRUCTION DETAIL
N.T.S.

JOIN EX DWY
MAX4'12% MAXR/W
2%RECONSTRUCT S/W

TO MATCH ADJACENT

S/W (TYP BOTH SIDES)

EX C/G (PROTECT) UNLESS

OTHERWISE NOTED ON PLAN
21 FROM VULTEE AVE TO STA 21+54BAYSINGER STREET
CIP NO. 22-23 RESIDENTIAL STREET REHABILITATION PROJECT - AREA 6 18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

GENERAL NOTES

1. REMOVE EXISTING PCC IMPROVEMENTS

CONSTRUCT PCC IMPROVEMENTS

REMOVE EXISTING ASPHALT PAVEMENT, BASE

AND/OR SUBGRADE

ARAM WITH CAPE SEAL
LEGEND
EXISTING FACILITIES, IMPROVEMENTS, LANDSCAPING, ETC. THAT ARE NOT

DESIGNATED FOR REMOVAL SHALL BE PROTECTED IN PLACE OR
TEMPORARILY REMOVED AND REINSTALLED AFTER WORK IS COMPLETED.

SAWCUTTING AND SLOT PAVING REQUIRED FOR NEW CURB AND GUTTER SHALL BE 1' WIDE UNLESS NOTED OTHERWISE.2.

THE LOCATION AND LIMITS OF NEW OR REPLACEMENT CURB, GUTTER

AND/OR SIDEWALK SHOWN HEREON SHALL BE VERIFIED IN THE FIELD WITH THE CITY INSPECTOR PRIOR TO ANY REMOVALS.

3. EXISTING CONCRETE IMPROVEMENTS SHALL BE SAWCUT WHEN REMOVED AND RECONSTRUCTED.

4. ALL EXPOSED SURFACES TO RECEIVE ARHM CAP SHALL BE CRACK SEALED FOR ALL CRACKS GREATER THAN 18".

5. MILL & OVERLAY

BAYSINGER STREET
MATCH LINE STA 17+00 SEE BELOW LEFTVULTEE AVE CONSTRUCTION NOTES MATCH LINE STA 17+00 SEE ABOVE RIGHTBAYSINGER STREET

CLANCEY AVE HALEDON AVE

STRIPING NOTES

G INSTALL RAISED BLUE PAVEMENT MARKER PER CA MUTCD FIGURE 3B-102(CA).
4 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT PCC SIDEWALK PER SPPWC STD. PLAN NO. 112-2.
1 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT ACCESS RAMP WITH DETECTABLE WARNING DEVICE PER SPPWC STD. PLAN NO. 111-5 AND DETAIL A ON SHEET 3.
9 CONSTRUCT ASPHALT RUBBER AGGREGATE MEMBRANE (ARAM) WITH TYPE 2 SLURRY CAPE SEAL. CONTRACTOR SHALL REPAIR POTHOLES AT THE DIRECTION OF THE ENGINEER BEFORE PLACING ARAM.
16 ADJUST MANHOLE TO GRADE.
20 MICROMILL EXISTING PAVEMENT AND PLACE 1'' AC LEVEL CAUSE PRIOR

TO ARAM/SLURRY PLACEMENT
SMH
+13 00 +14 00 +15 00 +16 00 +17+5400(60')(36')(12')(12')(1')(1')(60')(36')(12')(12')(1')(1')SMH 10216
9034 9040 9046 9054
9070
9060 9068 9102 9108
9070
16 16 G
1 1
12+21 - BEG. CONST.

JOIN PROP. AC. PVMT.

C INTERSECTION
53+78.67 VULTEE AVE
12+00.00 BAYSINGER ST=
L
4 4
920

TYPICAL SECTION

BAYSINGER ST
VULTEE AVE TO STA 21+54
SCALE: N.T.S.

S'LY
R/W
12'
EX. PKWY.
36'
1'1'
17'17'

BAYSINGER ST
℄N'LY
R/W
12'
EX. PKWY.
60'
9WMWMWMWM WMWM+00 +18 00 +19 00 +20 00 +21 00 +22 00
+5400+530021+54 - END CONST.

JOIN EX. AC. PVMT.(60')(36')(12')(12')(1')(1')SMH
SMH
9111
9114
9117 9127
9120 9126
9131 9137 9145 9153
10238 10245

C INTERSECTION
53+90.56 HALEDON AVE
22+05.68 BAYSINGER ST=
L

C INTERSECTION
49+71.15 CLANCEY AVE
19+36.67 BAYSINGER ST=
L
9159 9165
10244
10252
JOIN EX. 49+55
9127
16 16
992020

FROM VULTEE AVE TO CLANCEY AVEIRWINGROVE DRIVE
CIP NO. 22-23 RESIDENTIAL STREET REHABILITATION PROJECT - AREA 6 18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

GENERAL NOTES

1. REMOVE EXISTING PCC IMPROVEMENTS

CONSTRUCT PCC IMPROVEMENTS

REMOVE EXISTING ASPHALT PAVEMENT, BASE

AND/OR SUBGRADE

ARAM WITH CAPE SEAL
LEGEND
EXISTING FACILITIES, IMPROVEMENTS, LANDSCAPING, ETC. THAT ARE NOT

DESIGNATED FOR REMOVAL SHALL BE PROTECTED IN PLACE OR
TEMPORARILY REMOVED AND REINSTALLED AFTER WORK IS COMPLETED.

SAWCUTTING AND SLOT PAVING REQUIRED FOR NEW CURB AND GUTTER SHALL BE 1' WIDE UNLESS NOTED OTHERWISE.2.

THE LOCATION AND LIMITS OF NEW OR REPLACEMENT CURB, GUTTER

AND/OR SIDEWALK SHOWN HEREON SHALL BE VERIFIED IN THE FIELD WITH THE CITY INSPECTOR PRIOR TO ANY REMOVALS.

3. EXISTING CONCRETE IMPROVEMENTS SHALL BE SAWCUT WHEN REMOVED AND RECONSTRUCTED.

4. ALL EXPOSED SURFACES TO RECEIVE ARHM CAP SHALL BE CRACK SEALED FOR ALL CRACKS GREATER THAN 18".

5. MILL & OVERLAY

IRWINGROVE DRIVEVULTEE AVE
MATCH LINE STA 16+00 SEE BELOW LEFT12+21 - BEG. CONST.

JOIN EX. PCC X-GTR

CONSTRUCTION NOTES

STRIPING NOTES

G INSTALL RAISED BLUE PAVEMENT MARKER PER CA MUTCD FIGURE 3B-102(CA).
19+17 - END CONST.

JOIN EX. PCC X-GTR

CLANCEY AVEIRWINGROVE DRIVE
MATCH LINE STA 16+00 SEE ABOVE RIGHT16 ADJUST MANHOLE TO GRADE. 9 CONSTRUCT ASPHALT RUBBER AGGREGATE MEMBRANE (ARAM) WITH TYPE 2 SLURRY CAPE SEAL. CONTRACTOR SHALL REPAIR POTHOLES AT THE DIRECTION OF THE ENGINEER BEFORE PLACING ARAM.+5100+13 00 +14 00 +15 00 +16 9031
9030
9037 9043
9036 9042
9049
9048 9054
9055 9061
9060(54')(30')(12')(12')(1')(1')9

C INTERSECTION
50+79.02 VULTEE AVE
12+00.00 IRWINGROVE DR=
L
16 SMH
G
16 SMH
12+21 - BEG. CONST.

JOIN EX. PCC X-GTR

TYPICAL SECTION

IRWINGROVE DRIVE

VULTEE AVE TO CLANCEY AVE
SCALE: N.T.S.

S'LY
R/W
12'
EX. PKWY.EX. PKWY.
9 30'
54'
N'LY
R/W
12'
EX. PKWY.
1'1'
14'14'

IRWINGROVE DR
℄+5200+00 +17 00 +18 00 +19 00
91089102
9103 9109 9115
9114 9120 9126
91279121
9 (54')(30')(12')(12')(1')(1')C INTERSECTION
51+74.91 CLANCEY AVE19+37.14 IRWINGROVE DR=
L
19+17 - END CONST.

JOIN EX. PCC X-GTR
16 SMH

FROM CHANEY AVE TO EAST MIDDLE SCHOOLVIA AMORITA
CIP NO. 22-23
HORIZ. 1" = 20'
VERT. 1" = 4'

PROFILE
SCALE
RESIDENTIAL STREET REHABILITATION PROJECT - AREA 6
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

GENERAL NOTES

1. REMOVE EXISTING PCC IMPROVEMENTS

CONSTRUCT PCC IMPROVEMENTS

REMOVE EXISTING ASPHALT PAVEMENT, BASE

AND/OR SUBGRADE

ARAM WITH CAPE SEAL
LEGEND
EXISTING FACILITIES, IMPROVEMENTS, LANDSCAPING, ETC. THAT ARE NOT

DESIGNATED FOR REMOVAL SHALL BE PROTECTED IN PLACE OR
TEMPORARILY REMOVED AND REINSTALLED AFTER WORK IS COMPLETED.

SAWCUTTING AND SLOT PAVING REQUIRED FOR NEW CURB AND GUTTER SHALL BE 1' WIDE UNLESS NOTED OTHERWISE.2.

THE LOCATION AND LIMITS OF NEW OR REPLACEMENT CURB, GUTTER

AND/OR SIDEWALK SHOWN HEREON SHALL BE VERIFIED IN THE FIELD WITH THE CITY INSPECTOR PRIOR TO ANY REMOVALS.

3. EXISTING CONCRETE IMPROVEMENTS SHALL BE SAWCUT WHEN REMOVED AND RECONSTRUCTED.

4. ALL EXPOSED SURFACES TO RECEIVE ARHM CAP SHALL BE CRACK SEALED FOR ALL CRACKS GREATER THAN 18".

5. MILL & OVERLAY

EAST MIDDLE SCHOOLCHANEY AV
25 +50+5024
N'LY
S'LY
LC
124
122
128
126
124
122
128
126
124
122
128
126
124
126
128
122
124
126
128
122
124
126
128
122
24+21 - BEG. CONST.

JOIN EX. PCC X-GTR

VIA AMORITA

CONSTRUCTION NOTES
5 A
B

STRIPING NOTES
INSTALL 12" WHITE THERMOPLASTIC CROSSWALK (10' MIN WIDTH), LIMIT LINE, OR YIELD LINE PER CALTRANS STD. PLAN NO. A24E.

INSTALL THERMOPLASTIC "STOP" PAVEMENT MARKING PER CALTRANS STD. PLAN A24D.

REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT PCC CURB AND GUTTER PER ELEVATIONS ON THE PLAN, SPPWC STD. PLAN NO. 120-2 AND DETAIL C ON SHEET 3. GUTTER WIDTH TO MATCH EXISTING ADJACENT CURB AND GUTTER. 7 REMOVE EXISTING PAVEMENT AND UNDERLYING MATERIAL TO A DEPTH OF 4" BELOW PROPOSED ROADWAY FINISH SURFACE. RECOMPACT BASE OR SUBGRADE.
8 REMOVE AND RECONSTRUCT PAVEMENT PER DETAIL B ON SHEET 3. 12 CONSTRUCT 2.5” DEPTH AC BASE COURSE. LEAVE 1.5" BELOW PROPOSED ROADWAY FINISH SURFACE.
13 CONSTRUCT 1.5" ARHM CAP.
21 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT PCC RESIDENTIAL DRIVEWAY PER SPPWC STD. PLAN NO. 110-2 AND DETAIL E ON SHEET 4.+4700+4800+24 00 +25 00 +25 41STOP (60')(36')(14')(10')(2')(2')8
20'
7 12 13
8 20'STA 25+29.82C DWY W=15'X=3'L21
5 STA 24+59.81BEG C/G(125.22 TC)(124.54 FL)JOIN EX.STA 25+41.00END C/G(125.40 TC)(124.90 FL)JOIN EX.STOPC INTERSECTION 47+68.05 CHANEY AVE
24+00.00 VIA AMORITA=
L
BA
24+21 - BEG. CONST.

JOIN EX. PCC X-GTR (124.92 FS)(124.96 FS)(125.24 FS)(125.47 FS)+0.72%+0.18%+1.05%24+50.00 GB124.95 FS24+99.98 GB125.04 FS24+21.09 GB(124.74) FS25+40.97 GB(125.47) FSPROP PROFILE @ CL

EXISTING
PROFILE @ CL(124.85 FS)(125.30 FS)(125.26 FS)EX PROFILE @

N'LY LIP OF GTR
(124.61 FS)(124.52 FS)(124.86 FS)(125.11 FS)124.80 FS+0.67%24+59.91 GB(124.53) FS25+40.94 GB(125.07) FSEX PROFILE @

S'LY LIP OF GTR
PROP PROFILE @

S'LY LIP OF GTR

VIA AMORITA
℄
TYPICAL SECTION * PROP. FS ELEVATIONPER PROFILES
** LIP ELEVATION PERPROFILES
S'LY
R/W
10'
EX. PKWY.EX. PKWY.
36'
60'
N'LY
R/W
14'

1.5"
EX. PKWY.

2.5"
2'2'FS*16'16'

1.5"
13 EX. FS
7 ST. GRADEST. GRADE
**FL FL**12

2.5"2.5"

1.5"
4''

CHANEY AVE TO EAST MIDDLE SCHOOL

VIA AMORITA
SCALE: N.T.S.

+13 00 +14 00 +15 00 +16+45009033
9032 9038
9039 9045
9044 9052
9051
9056
9027 9059
9026 (54')(30')(12')(1')(1')(12')C INTERSECTION
44+85.73 VULTEE AVE
12+00.00 BIGBY ST=
L
SMH
16 9
26 7'7'26
+18 96+00 +17 00 +18 00 +46009102
9103 9109
9108
9117
9116 10405
9123
(54')(30')(12')(1')(1')(12')SMH
16 9
26 7'7'26
N'LY
R/W
S'LY
R/W
7'
12'12'
7'7'7'

TYPICAL SECTION

BIGBY STREET

VULTEE AVE TO CLANCEY AVE
SCALE: N.T.S.

EX. PKWY.EX. PKWY.
1'1'
30'
54'

BIGBY ST
℄
9 2626
FROM VULTEE AVE TO CLANCEY AVEBIGBY STREETMATCH LINE STA 16+00 SEE BELOW LEFTMATCH LINE STA 16+00 SEE ABOVE RIGHTCIP NO. 22-23 RESIDENTIAL STREET REHABILITATION PROJECT - AREA 6 18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

GENERAL NOTES

1. REMOVE EXISTING PCC IMPROVEMENTS

CONSTRUCT PCC IMPROVEMENTS

REMOVE EXISTING ASPHALT PAVEMENT, BASE

AND/OR SUBGRADE

ARAM WITH CAPE SEAL
LEGEND
EXISTING FACILITIES, IMPROVEMENTS, LANDSCAPING, ETC. THAT ARE NOT

DESIGNATED FOR REMOVAL SHALL BE PROTECTED IN PLACE OR
TEMPORARILY REMOVED AND REINSTALLED AFTER WORK IS COMPLETED.

SAWCUTTING AND SLOT PAVING REQUIRED FOR NEW CURB AND GUTTER SHALL BE 1' WIDE UNLESS NOTED OTHERWISE.2.

THE LOCATION AND LIMITS OF NEW OR REPLACEMENT CURB, GUTTER

AND/OR SIDEWALK SHOWN HEREON SHALL BE VERIFIED IN THE FIELD WITH THE CITY INSPECTOR PRIOR TO ANY REMOVALS.

3. EXISTING CONCRETE IMPROVEMENTS SHALL BE SAWCUT WHEN REMOVED AND RECONSTRUCTED.

4. ALL EXPOSED SURFACES TO RECEIVE ARHM CAP SHALL BE CRACK SEALED FOR ALL CRACKS GREATER THAN 18".

5. MILL & OVERLAY

VULTEE AVE BIGBY STREET

BIGBY STREET CLANCEY AVE

C INTERSECTION
45+84.00 CLANCEY AVE
18+96.48 BIGBY ST=
L

CONSTRUCTION NOTES
9 CONSTRUCT ASPHALT RUBBER AGGREGATE MEMBRANE (ARAM) WITH TYPE 2 SLURRY CAPE SEAL. CONTRACTOR SHALL REPAIR POTHOLES AT THE DIRECTION OF THE ENGINEER BEFORE PLACING ARAM.

ADJUST MANHOLE TO GRADE.16
EDGE GRIND EXISTING AC SURFACE DOWN TO EXISTING GUTTER LIP26

FROM VULTEE AVE TO CLANCEY AVEFARM STREET
CIP NO. 22-23 RESIDENTIAL STREET REHABILITATION PROJECT - AREA 6 18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

GENERAL NOTES

1. REMOVE EXISTING PCC IMPROVEMENTS

CONSTRUCT PCC IMPROVEMENTS

REMOVE EXISTING ASPHALT PAVEMENT, BASE

AND/OR SUBGRADE

ARAM WITH CAPE SEAL
LEGEND
EXISTING FACILITIES, IMPROVEMENTS, LANDSCAPING, ETC. THAT ARE NOT

DESIGNATED FOR REMOVAL SHALL BE PROTECTED IN PLACE OR
TEMPORARILY REMOVED AND REINSTALLED AFTER WORK IS COMPLETED.

SAWCUTTING AND SLOT PAVING REQUIRED FOR NEW CURB AND GUTTER SHALL BE 1' WIDE UNLESS NOTED OTHERWISE.2.

THE LOCATION AND LIMITS OF NEW OR REPLACEMENT CURB, GUTTER

AND/OR SIDEWALK SHOWN HEREON SHALL BE VERIFIED IN THE FIELD WITH THE CITY INSPECTOR PRIOR TO ANY REMOVALS.

3. EXISTING CONCRETE IMPROVEMENTS SHALL BE SAWCUT WHEN REMOVED AND RECONSTRUCTED.

4. ALL EXPOSED SURFACES TO RECEIVE ARHM CAP SHALL BE CRACK SEALED FOR ALL CRACKS GREATER THAN 18".

5. MILL & OVERLAY

FARM STREETVULTEE AVE
MATCH LINE STA 15+50 SEE BELOW LEFTCONSTRUCTION NOTES

STRIPING NOTES
G INSTALL RAISED BLUE PAVEMENT MARKER PER CA MUTCD FIGURE 3B-102(CA).

FARM STREET CLANCEY AVE
MATCH LINE STA 15+50 SEE ABOVE RIGHT18+77 - END CONST.

JOIN EX. PCC. X-GTR.
9 CONSTRUCT ASPHALT RUBBER AGGREGATE MEMBRANE (ARAM) WITH TYPE 2 SLURRY CAPE SEAL. CONTRACTOR SHALL REPAIR POTHOLES AT THE DIRECTION OF THE ENGINEER BEFORE PLACING ARAM.
16 ADJUST MANHOLE TO GRADE.
26 EDGE GRIND EXISTING AC DOWN TO EXISTING GUTTER LIP
+4200+13 00 +14 00 +15 00+12 00 +13 00 +14 00 +15 00+42009023 9024 9030
9031 9037
9036
9043
9042 9048
9049
(54')(30')(12')(12')(1')(1')9

C INTERSECTION
41+95.78 VULTEE AVE
12+00.00 FARM ST=
L
SMH
16 G
12+22 - BEG. CONST.

JOIN EX. PCC. X-GTR.7'7'26
26 TYPICAL SECTION

FARM STREET

VULTEE AVE TO CLANCEY AVE
SCALE: N.T.S.

S'LY
R/W
12'
EX. PKWY.EX. PKWY.
9 30'
54'
N'LY
R/W
12'
EX. PKWY.
1'1'
7'

FARM ST
℄
7'7'7'
2626
+4300+18 97+16 00 +17 00 +18 00+16 00 +17 00 +18 00 +18 97+43009055 9061 9069 90819075 90609054 9068
9074 9080(54')(30')(12')(12')(1')(1')C INTERSECTION
42+93.83 CLANCEY AVE
18+96.59 FARM ST=
L
9 26
26 7'7'

EBSTOPWMSTOP+11 00 +12 00 +13 00 +14
+390010449
9006 9016 9020
9019 9025 9031
9026 9032
+11 00 +12 00 +13 00 +14
+3900(60')(36')(12')(12')(2')(2')11
9 C INTERSECTION
39+12.24 LAKEWOOD BLVD
10+00.00 GOTHAM ST=

L C INTERSECTION
39+00.00 VULTEE AVE
11+68.04 GOTHAM ST=
L
SMH
16 BA G
11 11
WMWM+3900+00 +15 00 +16 00 +17 00
9032 10503
9039 9045 9051 9057 9063 9069
10502+3900+00 +15 00 +16 00 +17 00

C INTERSECTION
39+08.60 SHELLYFIELD RD
15+70.22 GOTHAM ST=
L(60')(36')(12')(12')9
JOIN PROP. 38+92
SMH
16 9
N'LY
R/W
S'LY
R/W
6'
12'12'
6'10'10'

TYPICAL SECTION

GOTHAM STREET

LAKEWOOD BLVD TO CHANEY AVE
SCALE: N.T.S.

EX. PKWY.EX. PKWY.
2'2'
36'
60'

GOTHAM ST
℄
9 FROM LAKEWOOD BLVD TO STA 17+50GOTHAM STREETMATCH LINE STA 14+00 SEE ABOVE RIGHTCIP NO. 22-23 RESIDENTIAL STREET REHABILITATION PROJECT - AREA 6 18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

GENERAL NOTES

1. REMOVE EXISTING PCC IMPROVEMENTS

CONSTRUCT PCC IMPROVEMENTS

REMOVE EXISTING ASPHALT PAVEMENT, BASE

AND/OR SUBGRADE

ARAM WITH CAPE SEAL
LEGEND
EXISTING FACILITIES, IMPROVEMENTS, LANDSCAPING, ETC. THAT ARE NOT

DESIGNATED FOR REMOVAL SHALL BE PROTECTED IN PLACE OR
TEMPORARILY REMOVED AND REINSTALLED AFTER WORK IS COMPLETED.

SAWCUTTING AND SLOT PAVING REQUIRED FOR NEW CURB AND GUTTER SHALL BE 1' WIDE UNLESS NOTED OTHERWISE.2.

THE LOCATION AND LIMITS OF NEW OR REPLACEMENT CURB, GUTTER

AND/OR SIDEWALK SHOWN HEREON SHALL BE VERIFIED IN THE FIELD WITH THE CITY INSPECTOR PRIOR TO ANY REMOVALS.

3. EXISTING CONCRETE IMPROVEMENTS SHALL BE SAWCUT WHEN REMOVED AND RECONSTRUCTED.

4. ALL EXPOSED SURFACES TO RECEIVE ARHM CAP SHALL BE CRACK SEALED FOR ALL CRACKS GREATER THAN 18".

5. MILL & OVERLAYMATCH LINE STA 14+00 SEE BELOW LEFTMATCH LINE STA 17+50 SEE SHEET 11LAKEWOOD BLVD GOTHAM STREET

GOTHAM STREET

VULTEE AVE
(SEE SHEET 19)SHELLYFIELD RD
10+40 - BEG. CONST.

JOIN EX. AC PVMT.

CONSTRUCTION NOTES
A
B
G

STRIPING NOTES
INSTALL 12" WHITE THERMOPLASTIC CROSSWALK (10' MIN WIDTH), LIMIT LINE, OR YIELD LINE PER CALTRANS STD. PLAN NO. A24E.

INSTALL THERMOPLASTIC "STOP" PAVEMENT MARKING PER CALTRANS STD. PLAN A24D.
11 PROTECT IN PLACE.
9 CONSTRUCT ASPHALT RUBBER AGGREGATE MEMBRANE (ARAM) WITH TYPE 2 SLURRY CAPE SEAL. CONTRACTOR SHALL REPAIR POTHOLES AT THE DIRECTION OF THE ENGINEER BEFORE PLACING ARAM.

INSTALL RAISED BLUE PAVEMENT MARKER PER CA MUTCD FIGURE 3B-102(CA).
16 ADJUST MANHOLE TO GRADE.

YIELDYIELDYIELDYIELD+3900+3900+18 00 +19 00 +20 00 +21 00 +22 9075
10503 10502
10448
+3900+3900+18 00 +19 00 +20 00 +21 00 +22
10503
10449
10502(60')(36')(12')(12')C INTERSECTION
40+00.00 CLANCEY AVE
18+66.90 GOTHAM ST=
L

C INTERSECTION
39+10.94 CLANCEY AVE
18+43.23 GOTHAM ST=
L

C INTERSECTION
39+13.42 HALEDON AVE
21+15.71 GOTHAM ST=
L
JOIN EX. 38+95
JOIN EX. 38+98
JOIN EX. 40+17
SMH
16 AC
A C
9 STOPSTOPSTOPSTOP+3900+00 +23 00 +24 00 +3900+00 +23 00 +24 00 10448
10502
10503
10453
(60')(36')(12')(12')(1')(2')9
N'LY
R/W
S'LY
R/W
6'
12'12'
6'10'10'

TYPICAL SECTION

GOTHAM STREET

LAKEWOOD BLVD TO CHANEY AVE
SCALE: N.T.S.

EX. PKWY.EX. PKWY.
2'2'
36'
60'

GOTHAM ST
℄
9 FROM STA 17+50 TO CHANEY AVEGOTHAM STREETMATCH LINE STA 22+00 SEE ABOVE RIGHTCIP NO. 22-23 RESIDENTIAL STREET REHABILITATION PROJECT - AREA 6 18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

GENERAL NOTES

1. REMOVE EXISTING PCC IMPROVEMENTS

CONSTRUCT PCC IMPROVEMENTS

REMOVE EXISTING ASPHALT PAVEMENT, BASE

AND/OR SUBGRADE

ARAM WITH CAPE SEAL
LEGEND
EXISTING FACILITIES, IMPROVEMENTS, LANDSCAPING, ETC. THAT ARE NOT

DESIGNATED FOR REMOVAL SHALL BE PROTECTED IN PLACE OR
TEMPORARILY REMOVED AND REINSTALLED AFTER WORK IS COMPLETED.

SAWCUTTING AND SLOT PAVING REQUIRED FOR NEW CURB AND GUTTER SHALL BE 1' WIDE UNLESS NOTED OTHERWISE.2.

THE LOCATION AND LIMITS OF NEW OR REPLACEMENT CURB, GUTTER

AND/OR SIDEWALK SHOWN HEREON SHALL BE VERIFIED IN THE FIELD WITH THE CITY INSPECTOR PRIOR TO ANY REMOVALS.

3. EXISTING CONCRETE IMPROVEMENTS SHALL BE SAWCUT WHEN REMOVED AND RECONSTRUCTED.

4. ALL EXPOSED SURFACES TO RECEIVE ARHM CAP SHALL BE CRACK SEALED FOR ALL CRACKS GREATER THAN 18".

5. MILL & OVERLAYMATCH LINE STA 22+00 SEE BELOW LEFTMATCH LINE STA 17+50 SEE SHEET 10CLANCEY AVE HALEDON AVE

CHANEY AVE

HALEDON AVE

GOTHAM STREET

CLANCEY AVE

C INTERSECTION
38+92.83 CHANEY AVE
24+25.50 GOTHAM ST=
L
24+07 - BEG. CONST.

JOIN EX. AC. PVMT.

CONSTRUCTION NOTES
A
B
C

STRIPING NOTES
INSTALL 12" WHITE THERMOPLASTIC CROSSWALK (10' MIN WIDTH), LIMIT LINE, OR YIELD LINE PER CALTRANS STD. PLAN NO. A24E.

INSTALL THERMOPLASTIC "STOP" PAVEMENT MARKING PER CALTRANS STD. PLAN A24D.

INSTALL THERMOPLASTIC PAVEMENT MARKING AS INDICATED PER CALTRANS STD. PLAN A24D & A24E.
9 CONSTRUCT ASPHALT RUBBER AGGREGATE MEMBRANE (ARAM) WITH TYPE 2 SLURRY CAPE SEAL. CONTRACTOR SHALL REPAIR POTHOLES AT THE DIRECTION OF THE ENGINEER BEFORE PLACING ARAM.
16 ADJUST MANHOLE TO GRADE.

FROM MULLER ST AVE TO CUL-DE-SACARRINGTON AVENUE -
CIP NO. 22-23 RESIDENTIAL STREET REHABILITATION PROJECT - AREA 6 18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

GENERAL NOTES

1. REMOVE EXISTING PCC IMPROVEMENTS

CONSTRUCT PCC IMPROVEMENTS

REMOVE EXISTING ASPHALT PAVEMENT, BASE

AND/OR SUBGRADE

ARAM WITH CAPE SEAL
LEGEND
EXISTING FACILITIES, IMPROVEMENTS, LANDSCAPING, ETC. THAT ARE NOT

DESIGNATED FOR REMOVAL SHALL BE PROTECTED IN PLACE OR
TEMPORARILY REMOVED AND REINSTALLED AFTER WORK IS COMPLETED.

SAWCUTTING AND SLOT PAVING REQUIRED FOR NEW CURB AND GUTTER SHALL BE 1' WIDE UNLESS NOTED OTHERWISE.2.

THE LOCATION AND LIMITS OF NEW OR REPLACEMENT CURB, GUTTER

AND/OR SIDEWALK SHOWN HEREON SHALL BE VERIFIED IN THE FIELD WITH THE CITY INSPECTOR PRIOR TO ANY REMOVALS.

3. EXISTING CONCRETE IMPROVEMENTS SHALL BE SAWCUT WHEN REMOVED AND RECONSTRUCTED.

4. ALL EXPOSED SURFACES TO RECEIVE ARHM CAP SHALL BE CRACK SEALED FOR ALL CRACKS GREATER THAN 18".

5. MILL & OVERLAY
ARRINGTON AVENUEMULLER ST(SEE SHEET 13)

CONSTRUCTION NOTES
LEMORAN AVENUEMULLER ST(SEE SHEET 15)

FROM MULLER ST TO ENDLEMORAN AVENUE -
4 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT PCC SIDEWALK PER SPPWC STD. PLAN NO. 112-2.
7 REMOVE EXISTING PAVEMENT AND UNDERLYING MATERIAL TO A DEPTH OF 4" BELOW PROPOSED ROADWAY FINISH SURFACE. RECOMPACT BASE OR SUBGRADE.
9 CONSTRUCT ASPHALT RUBBER AGGREGATE MEMBRANE (ARAM) WITH TYPE 2 SLURRY CAPE SEAL. CONTRACTOR SHALL REPAIR POTHOLES AT THE DIRECTION OF THE ENGINEER BEFORE PLACING ARAM.
11 PROTECT IN PLACE.

REMOVE AND DISPOSE EXISTING TREE.10
CONSTRUCT 2.5” DEPTH AC BASE COURSE. LEAVE 1.5" BELOW
PROPOSED ROADWAY FINISH SURFACE.
13 CONSTRUCT 1.5" ARHM CAP.
12 16 ADJUST MANHOLE TO GRADE.
19 MILL EXISTING PAVEMENT TO A DEPTH OF 1.5".

WM WMWMWMWMWMWMWMWMWM+1200+34 00 +35 00 +36 00 +37 00
(60')(36')(12')(1')(1')7 (12')9007 10537 1052710533 10519 10511 10506
10505
10510105161052210536105289023

C INTERSECTION
11+77.04 MULLER ST
33+00.00 ARRINGTON AVE=
L
SEE SHEET 13
SEE SHEET 13
33+20 - BEG. CONST.

JOIN EX. PCC. X-GTR.
9 26'
4 CB
4 10
11 CB
11 12 13
191336+60TYPICAL SECTION

ARRINGTON AVENUE
MULLER ST. TO 36+60
SCALE: N.T.S.

E'LY
R/W
12'
EX. PKWY.EX. PKWY.
9 36'
60'
W'LY
R/W
12'
EX. PKWY.
1'1'
17'17'

ARRINGTON AVE
℄WMWMWMWMWMWMWM+34 45+32 00 +33 00 +34 00
+2600105471056110567
9229 10560 10550 10544
26'(30')(55')(12')(12')(1')(1')16 SMH
971213
JOIN PROP. AC. PVMT.
31+05 - BEG. CONST.

SEE SHEET 15

TYPICAL SECTION

LEMORAN AVENUE

MULLER ST TO END
SCALE: N.T.S.

E'LY
R/W
12'
EX. PKWY.EX. PKWY.
9 30'
55'
W'LY
R/W
12'
EX. PKWY.
1'1'
14'14'

LEMORAN AVE
℄

TYPICAL SECTION

ARRINGTON AVENUE
36+60 TO END
SCALE: N.T.S.

E'LY
R/W
12'
EX. PKWY.EX. PKWY.
13 36'
60'
W'LY
R/W
12'
EX. PKWY.
1'1'
17'-VARIES17'-VARIES

ARRINGTON AVE
℄
19 FROM LAKEWOOD BLVD TO CLANCEY AVEMULLER STREET
CIP NO. 22-23 RESIDENTIAL STREET REHABILITATION PROJECT - AREA 6 18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

GENERAL NOTES

1. REMOVE EXISTING PCC IMPROVEMENTS

CONSTRUCT PCC IMPROVEMENTS

REMOVE EXISTING ASPHALT PAVEMENT, BASE

AND/OR SUBGRADE

ARAM WITH CAPE SEAL
LEGEND
EXISTING FACILITIES, IMPROVEMENTS, LANDSCAPING, ETC. THAT ARE NOT

DESIGNATED FOR REMOVAL SHALL BE PROTECTED IN PLACE OR
TEMPORARILY REMOVED AND REINSTALLED AFTER WORK IS COMPLETED.

SAWCUTTING AND SLOT PAVING REQUIRED FOR NEW CURB AND GUTTER SHALL BE 1' WIDE UNLESS NOTED OTHERWISE.2.

THE LOCATION AND LIMITS OF NEW OR REPLACEMENT CURB, GUTTER

AND/OR SIDEWALK SHOWN HEREON SHALL BE VERIFIED IN THE FIELD WITH THE CITY INSPECTOR PRIOR TO ANY REMOVALS.

3. EXISTING CONCRETE IMPROVEMENTS SHALL BE SAWCUT WHEN REMOVED AND RECONSTRUCTED.

4. ALL EXPOSED SURFACES TO RECEIVE ARHM CAP SHALL BE CRACK SEALED FOR ALL CRACKS GREATER THAN 18".

5. MILL & OVERLAY

ARRINGTON AVE MULLER STREET
MATCH LINE STA 14+00 SEE BELOW LEFT(SEE SHEET 12)LAKEWOOD BLVD

CONSTRUCTION NOTES
A
B

STRIPING NOTES
INSTALL 12" WHITE THERMOPLASTIC CROSSWALK (10' MIN WIDTH), LIMIT LINE, OR YIELD LINE PER CALTRANS STD. PLAN NO. A24E.

INSTALL THERMOPLASTIC "STOP" PAVEMENT MARKING PER CALTRANS STD. PLAN A24D.

MULLER STREET
17+43 - END CONST.

JOIN EX. PCC. X-GTR.

CLANCEY AVESHELLYFIELD RD(SEE SHEET 19)MATCH LINE STA 14+00 SEE ABOVE RIGHT4 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT PCC SIDEWALK PER SPPWC STD. PLAN NO. 112-2.
6 REMOVE AND RECONSTRUCT PCC CROSS GUTTER AND SPANDREL PER SPPWC STD. PLAN NO. 122-3 AND DETAIL D ON SHEET 4.
7 REMOVE EXISTING PAVEMENT AND UNDERLYING MATERIAL TO A DEPTH OF 4" BELOW PROPOSED ROADWAY FINISH SURFACE. RECOMPACT BASE OR SUBGRADE.
9 CONSTRUCT ASPHALT RUBBER AGGREGATE MEMBRANE (ARAM) WITH TYPE 2 SLURRY CAPE SEAL. CONTRACTOR SHALL REPAIR POTHOLES AT THE DIRECTION OF THE ENGINEER BEFORE PLACING ARAM.
10 REMOVE AND DISPOSE EXISTING TREE.
16 ADJUST MANHOLE TO GRADE.
12 CONSTRUCT 2.5” DEPTH AC BASE COURSE. LEAVE 1.5" BELOW PROPOSED ROADWAY FINISH SURFACE.
13 CONSTRUCT 1.5" ARHM CAP.
14 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT ACCESS RAMP WITH DETECTABLE WARNING DEVICE PER SPPWC STD. PLAN NO. 111-5 CASE D TYPE 1.
24 RELOCATE EXISTING SIGN(S) ON NEW POST PER CITY OF DOWNEY STD.

DWG. NO. 22 (SIGN TYPE AS SHOWN).
1 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT ACCESS RAMP WITH DETECTABLE WARNING DEVICE PER SPPWC STD. PLAN NO. 111-5 AND DETAIL A ON SHEET 3.STOPWM+11 00 +12 00 +13 00 +14 00+3300STOP9007 10606 9014 9024 10603
9023
A
B
(60')(36')(12')(12')(2')(2')1
SMH
16 SMH
16 (11
8 .
9 5

T
C
)
(11
8 .
3 3

F
L
)
JO
I
N
6 (119.00 TC)(118.32 FL)JOIN
(118.79 TC)(118.14 FL)JOIN
10+28 - BEG. CONST.

JOIN EX. AC PVMT.

C INTERSECTION
32+83.69 LAKEWOOD BLVD
10+00.00 MULLER ST=
L
9 118.27 FL
118.23 FL
118.18 FL

C INTERSECTION
33+00.00 ARRINGTON AVE
11+77.04 MULLER ST=
L 118.20 FL118.27 FL1
4 1'
1'24

ST NAMES
10 4
(11
8 .
9 2

T
C
)
(11
8 .
1 7

F
L
)
JO
I
N
13127

TYPICAL SECTION

MULLER STREET

LAKEWOOD BLVD TO SHELLYFIELD RD
SCALE: N.T.S.

S'LY
R/W
12'
EX. PKWY.EX. PKWY.
9 36'
60'
N'LY
R/W
12'
EX. PKWY.
2'2'
16'16'

MULLER ST
℄
STOPSTOP STOPSTOP+3200+00+3200+3300+14 00
+15 00 +16 00
+17 00
STOPSTOP10553
10603 10604
10554 10557
10601(60')(36')(12')(12')(1')(1')14
14 C INTERSECTION
32+79.52 SHELLYFIELD RD
14+77.11 MULLER ST=
L

C INTERSECTION
32+11.72 CLANCEY AVE
17+62.10 MULLER ST=
L
10603
14 14
14 14
17+43 - END CONST.

JOIN EX. PCC. X-GTR.
14+59 - END CONST.

JOIN EX. PCC. X-GTR.
14+95 - BEG. CONST.

JOIN EX. PCC. X-GTR.
9 9

TYPICAL SECTION

MULLER STREET

SHELLYFIELD RD TO CLANCEY AVE
SCALE: N.T.S.

S'LY
R/W
12'
EX. PKWY.EX. PKWY.
9 36'
60'
N'LY
R/W
12'
EX. PKWY.
1'1'
17'17'

MULLER ST
℄

FROM CLANCEY AVE TO CHANEY AVEMULLER STREET
CIP NO. 22-23 RESIDENTIAL STREET REHABILITATION PROJECT - AREA 6 18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

GENERAL NOTES

1. REMOVE EXISTING PCC IMPROVEMENTS

CONSTRUCT PCC IMPROVEMENTS

REMOVE EXISTING ASPHALT PAVEMENT, BASE

AND/OR SUBGRADE

ARAM WITH CAPE SEAL
LEGEND
EXISTING FACILITIES, IMPROVEMENTS, LANDSCAPING, ETC. THAT ARE NOT

DESIGNATED FOR REMOVAL SHALL BE PROTECTED IN PLACE OR
TEMPORARILY REMOVED AND REINSTALLED AFTER WORK IS COMPLETED.

SAWCUTTING AND SLOT PAVING REQUIRED FOR NEW CURB AND GUTTER SHALL BE 1' WIDE UNLESS NOTED OTHERWISE.2.

THE LOCATION AND LIMITS OF NEW OR REPLACEMENT CURB, GUTTER

AND/OR SIDEWALK SHOWN HEREON SHALL BE VERIFIED IN THE FIELD WITH THE CITY INSPECTOR PRIOR TO ANY REMOVALS.

3. EXISTING CONCRETE IMPROVEMENTS SHALL BE SAWCUT WHEN REMOVED AND RECONSTRUCTED.

4. ALL EXPOSED SURFACES TO RECEIVE ARHM CAP SHALL BE CRACK SEALED FOR ALL CRACKS GREATER THAN 18".

5. MILL & OVERLAY

CLANCEY AVE MULLER STREET

HALEDON AVE MULLER STREET

HALEDON AVE

CHANEY AVE
17+81 - BEG. CONST.

JOIN EX. PCC. X-GTR.
20+34 - END CONST.

JOIN EX. PCC. X-GTR.
20+69 - BEG. CONST.

JOIN EX. PCC. X-GTR.
23+14 - END CONST.

JOIN EX. AC PVMT.

CONSTRUCTION NOTES
A
B

STRIPING NOTES
INSTALL 12" WHITE THERMOPLASTIC CROSSWALK (10' MIN WIDTH), LIMIT LINE, OR YIELD LINE PER CALTRANS STD. PLAN NO. A24E.

INSTALL THERMOPLASTIC "STOP" PAVEMENT MARKING PER CALTRANS STD. PLAN A24D.
9 CONSTRUCT ASPHALT RUBBER AGGREGATE MEMBRANE (ARAM) WITH TYPE 2 SLURRY CAPE SEAL. CONTRACTOR SHALL REPAIR POTHOLES AT THE DIRECTION OF THE ENGINEER BEFORE PLACING ARAM.
16 ADJUST MANHOLE TO GRADE.
14 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT ACCESS RAMP WITH DETECTABLE WARNING DEVICE PER SPPWC STD. PLAN NO. 111-5 CASE D TYPE 1.STOPSTOPSTOP
STOP +3100+3200+3200+18 00
+19 00
+20 00

C INTERSECTION
31+41.50 HALEDON AVE
20+51.66 MULLER ST=
L

C INTERSECTION
32+11.72 CLANCEY AVE
17+62.10 MULLER ST=
L 10560
10606 10603
10567
(60')(36')(12')(2')(2')14
14 14
14 9
SMH
16 SMH
16 (12')STOPSTOPSTOP+3100+3200+3100+21 00 +22 00 +23 00

STOPC INTERSECTION
31+15.19 CHANEY AVE
23+30.83 MULLER ST=

LC INTERSECTION
31+41.50 HALEDON AVE
20+51.66 MULLER ST=
L
10568
10602 10603
10567
(60')(36')(12')(12')(2')(2')14
14 SMH
16 B
A
9 N'LY
R/W
S'LY
R/W
6'
12'12'
6'10'10'

TYPICAL SECTION

MULLER STREET

CLANCEY AVE TO CHANEY AVE
SCALE: N.T.S.

EX. PKWY.EX. PKWY.
2'2'
36'
60'

MULLER ST
℄
9 FROM CHANEY AVE TO WOODRUFF AVEMULLER STREETMATCH LINE STA 26+50 SEE BELOW LEFTCIP NO. 22-23 RESIDENTIAL STREET REHABILITATION PROJECT - AREA 6 18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

GENERAL NOTES

1. REMOVE EXISTING PCC IMPROVEMENTS

CONSTRUCT PCC IMPROVEMENTS

REMOVE EXISTING ASPHALT PAVEMENT, BASE

AND/OR SUBGRADE

ARAM WITH CAPE SEAL
LEGEND
EXISTING FACILITIES, IMPROVEMENTS, LANDSCAPING, ETC. THAT ARE NOT

DESIGNATED FOR REMOVAL SHALL BE PROTECTED IN PLACE OR
TEMPORARILY REMOVED AND REINSTALLED AFTER WORK IS COMPLETED.

SAWCUTTING AND SLOT PAVING REQUIRED FOR NEW CURB AND GUTTER SHALL BE 1' WIDE UNLESS NOTED OTHERWISE.2.

THE LOCATION AND LIMITS OF NEW OR REPLACEMENT CURB, GUTTER

AND/OR SIDEWALK SHOWN HEREON SHALL BE VERIFIED IN THE FIELD WITH THE CITY INSPECTOR PRIOR TO ANY REMOVALS.

3. EXISTING CONCRETE IMPROVEMENTS SHALL BE SAWCUT WHEN REMOVED AND RECONSTRUCTED.

4. ALL EXPOSED SURFACES TO RECEIVE ARHM CAP SHALL BE CRACK SEALED FOR ALL CRACKS GREATER THAN 18".

5. MILL & OVERLAY

MULLER STREET
23+52 - BEG. CONST.

JOIN EX. PCC. X-GTR.

LEMORAN AVE(SEE SHEET 12)CHANEY AVE

CONSTRUCTION NOTES
A
B

STRIPING NOTES
G
INSTALL 12" WHITE THERMOPLASTIC CROSSWALK (10' MIN WIDTH), LIMIT LINE, OR YIELD LINE PER CALTRANS STD. PLAN NO. A24E.

INSTALL THERMOPLASTIC "STOP" PAVEMENT MARKING PER CALTRANS STD. PLAN A24D.

INSTALL RAISED BLUE PAVEMENT MARKER PER CA MUTCD FIGURE 3B-102(CA).MATCH LINE STA 26+50 SEE ABOVE RIGHTMATCH LINE STA 30+00 SEE BELOW RIGHTMULLER STREET BRIERBUSH AVE(SEE SHEET 16) MATCH LINE STA 30+00 SEE ABOVE LEFTMULLER STREETGARNISH DR(SEE SHEET 16)WOODRUFF AVE5 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT PCC CURB AND GUTTER PER ELEVATIONS ON THE PLAN, SPPWC STD. PLAN NO. 120-2 AND DETAIL C ON SHEET 3. GUTTER WIDTH TO MATCH EXISTING ADJACENT CURB AND GUTTER. 6 REMOVE AND RECONSTRUCT PCC CROSS GUTTER AND SPANDREL PER SPPWC STD. PLAN NO. 122-3 AND DETAIL D ON SHEET 4.
7 REMOVE EXISTING PAVEMENT AND UNDERLYING MATERIAL TO A DEPTH OF 4" BELOW PROPOSED ROADWAY FINISH SURFACE. RECOMPACT BASE OR SUBGRADE.
9 CONSTRUCT ASPHALT RUBBER AGGREGATE MEMBRANE (ARAM) WITH TYPE 2 SLURRY CAPE SEAL. CONTRACTOR SHALL REPAIR POTHOLES AT THE DIRECTION OF THE ENGINEER BEFORE PLACING ARAM.
12 CONSTRUCT 2.5” DEPTH AC BASE COURSE. LEAVE 1.5" BELOW PROPOSED ROADWAY FINISH SURFACE.
13 CONSTRUCT 1.5" ARHM CAP.
25 PRUNE/GRIND ROOTS AND REPLACE EXISTING HARDSCAPE IMPROVEMENTS. 16 ADJUST MANHOLE TO GRADE.STOP+3100+24 00 +25 00 +26 00 SMH
BA
9212 9220 92309202
(12
0 .
0 1

T
C
)
(11
9 .
4 1

F
L
)
JO
I
N
(12
0 .
2 5

T
C
)
(11
9 .
6 4

F
L
)
JO
I
N
(120.19 TC)(119.52 FL)JOIN(120.21 TC)(119.53 FL)JOIN
10568 10567 9229
(60')(36')(12')(12')(1')(1')G

C INTERSECTION
31+15.19 CHANEY AVE
23+30.83 MULLER ST=
L

C INTERSECTION
31+00.00 LEMORAN AVE
25+87.84 MULLER ST=
L
23+52 - BEG. CONST.

JOIN EX. PCC. X-GTR.
9 6
16 13 119.49 FL119.45 FL119.59 FL
119.54 FL
119.48 FL
127

TYPICAL SECTION

MULLER STREET

CHANEY AVE TO GARNISH DR
SCALE: N.T.S.

S'LY
R/W
12'
EX. PKWY.EX. PKWY.
36'
60'
N'LY
R/W
12'
EX. PKWY.
1'1'
17'17'

MULLER ST
℄
9 WMWMWM+27 00 +28 00 +29 00 +30

SMH SMH
9230 9242 9252 9258 9264
10567 10566 106439229
(60')(36')(12')(12')(1')(1')9230
SMH

C INTERSECTION
31+00.00 BRIERBUSH AVE
28+41.85 MULLER ST=
L
JOIN PROP. 31+16
16 16
16 9

WMWMWMWMSTOP
+00+3100+3200+3300+31 00
SMH
A
B
92649270928092869292(120.02 TC)
(119.38 FL)
JOIN
(120.02 TC)
(119.34 FL)
JOIN
(120.09 TC)
(119.41 FL)
JOIN928192879293
10643(119.80 TC)
(119.14 FL)
JOIN
(60')
(36')
(12')(12')
(2')(1')9264G
SMH

C INTERSECTION
31+05.55 WOODRUFF AVE
33+73.69 MULLER ST=
L
STA 32+50.00

END C/G
(119.55 TC)
(118.93 FL)
JOIN EX.
16 9
6 16
5 25
119.20 FL
11 9
.
2 8

F
L
119.34 FL
119.28 FL
119.21 FL
STA 32+30.00

BEG C/G
(119.59 TC)
(118.96 FL)
JOIN EX.
7 12 13

TYPICAL SECTION

MULLER STREET

GARNISH DR TO WOODRUFF AVE
SCALE: N.T.S.

S'LY
R/W
12'
EX. PKWY.EX. PKWY.
36'
60'
N'LY
R/W
12'
EX. PKWY.
1'2'
17'16'

MULLER ST
℄
9 CIP NO. 22-23 RESIDENTIAL STREET REHABILITATION PROJECT - AREA 6 18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

GENERAL NOTES

1. REMOVE EXISTING PCC IMPROVEMENTS

CONSTRUCT PCC IMPROVEMENTS

REMOVE EXISTING ASPHALT PAVEMENT, BASE

AND/OR SUBGRADE

ARAM WITH CAPE SEAL
LEGEND
EXISTING FACILITIES, IMPROVEMENTS, LANDSCAPING, ETC. THAT ARE NOT

DESIGNATED FOR REMOVAL SHALL BE PROTECTED IN PLACE OR
TEMPORARILY REMOVED AND REINSTALLED AFTER WORK IS COMPLETED.

SAWCUTTING AND SLOT PAVING REQUIRED FOR NEW CURB AND GUTTER SHALL BE 1' WIDE UNLESS NOTED OTHERWISE.2.

THE LOCATION AND LIMITS OF NEW OR REPLACEMENT CURB, GUTTER

AND/OR SIDEWALK SHOWN HEREON SHALL BE VERIFIED IN THE FIELD WITH THE CITY INSPECTOR PRIOR TO ANY REMOVALS.

3. EXISTING CONCRETE IMPROVEMENTS SHALL BE SAWCUT WHEN REMOVED AND RECONSTRUCTED.

4. ALL EXPOSED SURFACES TO RECEIVE ARHM CAP SHALL BE CRACK SEALED FOR ALL CRACKS GREATER THAN 18".

5. MILL & OVERLAY
GARNISH DRIVEMULLER ST(SEE SHEET 15)
JOIN PROP. X-GTR.
31+21 - BEG. CONST.

CONSTRUCTION NOTES
BRIERBUSH AVENUEMULLER ST(SEE SHEET 15)
31+16 - BEG. CONST.

JOIN PROP. AC. PVMT.

FROM MULLER ST TO ENDBRIERBUSH ST -

FROM MULLER ST TO ENDGARNISH DR -
7 REMOVE EXISTING PAVEMENT AND UNDERLYING MATERIAL TO A DEPTH OF 4" BELOW PROPOSED ROADWAY FINISH SURFACE. RECOMPACT BASE OR SUBGRADE.
9 CONSTRUCT ASPHALT RUBBER AGGREGATE MEMBRANE (ARAM) WITH TYPE 2 SLURRY CAPE SEAL. CONTRACTOR SHALL REPAIR POTHOLES AT THE DIRECTION OF THE ENGINEER BEFORE PLACING ARAM.
16 ADJUST MANHOLE TO GRADE.
12 CONSTRUCT 2.5” DEPTH AC BASE COURSE. LEAVE 1.5" BELOW PROPOSED ROADWAY FINISH SURFACE.
13 CONSTRUCT 1.5" ARHM CAP.
19 MILL EXISTING PAVEMENT TO A DEPTH OF 1.5".
9281 10634 10626
SMH
+32 00 +33 00 +34 00
+
35 00+3100WMWMWMWM9
16 10643 10637 10625 10643 10615 10609
10616
7 23'(30')(50')(10')(10')(1')(1')STA 34+15.48
BC
STA 35+37.11EC

C INTERSECTION
30+93.86 MULLER ST
31+00.00 GARNISH DR=
L
JOIN PROP. X-GTR.
31+21 - BEG. CONST.
12 13
13 1934+50TYPICAL SECTION

GARNISH DRIVE
MULLER ST TO STA 34+50
SCALE: N.T.S.

E'LY
R/W
10'
EX. PKWY.EX. PKWY.
9 30'
50'
W'LY
R/W
10'
EX. PKWY.
1'1'
14'14'

GARNISH DR
℄
+34 45+32 00 +33 00 +34 00+2800+2900WMWMWMWMWMWM10544
1054510551
1055010558
1055910567
10566 (30')(54')(12')(12')(1')(1')SMH
16 31+16 - BEG. CONST.

JOIN PROP. AC. PVMT.
9 TYPICAL SECTION

BRIERBUSH AVENUE

MULLER ST TO END
SCALE: N.T.S.

E'LY
R/W
12'
EX. PKWY.EX. PKWY.
9 30'
54'
W'LY
R/W
12'
EX. PKWY.
1'1'
18'18'

BRIERBUSH AVE
℄

TYPICAL SECTION

BRIERBUSH AVENUE
STA 34+50 TO END
SCALE: N.T.S.

E'LY
R/W
10'
EX. PKWY.EX. PKWY.
30'
50'
W'LY
R/W
10'
EX. PKWY.
1'1'
14'-VARIES14'-VARIES

BRIERBUSH AVE
℄
13 19

CIP NO. 22-23 RESIDENTIAL STREET REHABILITATION PROJECT - AREA 6 18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

GENERAL NOTES

1. REMOVE EXISTING PCC IMPROVEMENTS

CONSTRUCT PCC IMPROVEMENTS

REMOVE EXISTING ASPHALT PAVEMENT, BASE

AND/OR SUBGRADE

ARAM WITH CAPE SEAL
LEGEND
EXISTING FACILITIES, IMPROVEMENTS, LANDSCAPING, ETC. THAT ARE NOT

DESIGNATED FOR REMOVAL SHALL BE PROTECTED IN PLACE OR
TEMPORARILY REMOVED AND REINSTALLED AFTER WORK IS COMPLETED.

SAWCUTTING AND SLOT PAVING REQUIRED FOR NEW CURB AND GUTTER SHALL BE 1' WIDE UNLESS NOTED OTHERWISE.2.

THE LOCATION AND LIMITS OF NEW OR REPLACEMENT CURB, GUTTER

AND/OR SIDEWALK SHOWN HEREON SHALL BE VERIFIED IN THE FIELD WITH THE CITY INSPECTOR PRIOR TO ANY REMOVALS.

3. EXISTING CONCRETE IMPROVEMENTS SHALL BE SAWCUT WHEN REMOVED AND RECONSTRUCTED.

4. ALL EXPOSED SURFACES TO RECEIVE ARHM CAP SHALL BE CRACK SEALED FOR ALL CRACKS GREATER THAN 18".

5. MILL & OVERLAY

EGLISE STREETWOODRUFF AVE GOTHAM ST

RECORDED CL

CONSTRUCTION NOTES
A
B
D

STRIPING NOTES
G
I
J
INSTALL 12" WHITE THERMOPLASTIC CROSSWALK (10' MIN WIDTH), LIMIT LINE, OR YIELD LINE PER CALTRANS STD. PLAN NO. A24E.

INSTALL THERMOPLASTIC "STOP" PAVEMENT MARKING PER CALTRANS STD. PLAN A24D.

INSTALL THERMOPLASTIC DOUBLE YELLOW LINE PER DETAIL 22 PER CALTRANS STD. PLAN A20A.

INSTALL RAISED BLUE PAVEMENT MARKER PER CA MUTCD FIGURE 3B-102(CA).

INSTALL 8" YELLOW THERMOPLASTIC LINE PER DETAIL 38A PER CALTRANS STD. PLAN A20D.

INSTALL 6" YELLOW THERMOPLASTIC CENTERLINE PER DETAIL 1 PER CALTRANS STD. PLAN A20A.

FLORENCE AVENUE FRONTAGE

EGLISE AVE
(SEE SHEET 25)

CORD AVE
(SEE SHEET 26)
41+71 - END CONST.

JOIN EX.

FROM WOODRUFF AVE TO GOTHAM STEGLISE AVE -

FROM EGLISE AVE TO ENDFLORENCE AVENUE FRONTAGE -
5 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT PCC CURB AND GUTTER PER ELEVATIONS ON THE PLAN, SPPWC STD. PLAN NO. 120-2 AND DETAIL C ON SHEET 3. GUTTER WIDTH TO MATCH EXISTING ADJACENT CURB AND GUTTER. 9 CONSTRUCT ASPHALT RUBBER AGGREGATE MEMBRANE (ARAM) WITH TYPE 2 SLURRY CAPE SEAL. CONTRACTOR SHALL REPAIR POTHOLES AT THE DIRECTION OF THE ENGINEER BEFORE PLACING ARAM.
13 CONSTRUCT 1.5 ARHM CAP.
16 ADJUST MANHOLE TO GRADE.
18 ADJUST VALVE BOX AND COVER TO GRADE.
19 MILL EXISTING PAVEMENT TO A DEPTH OF 1.5".
23 CONSTRUCT 6" DEPTH, 12" MINIMUM WIDTH AC SLOT PAVING SEE SHEET 70
STOPWMSTOP+34 00 +3500+34 00 +35 00 +36 00 +37 00 +38 00 +350
0 +36 00 +37 00 +38 00

C INTERSECTION
34+88.10 WOODRUFF AVE
34+45.25 EGLISE AVE CONSTRUCTION CL=
L

C INTERSECTION
34+00.00 WOODRUFF AVE
34+00.00 EGLISE AVE=
L

C INTERSECTION
34+00.00 GOTHAM ST
38+86.00 EGLISE AVE=
L
(50')(36')(2')(12')(2')(2')9
W'
LY
105051053810515
SMH
16 B
A
34+77 - BEG. CONST.

JOIN EX. PCC X-GTR

CONSTRUCTION CL
D
J I
38+50 - END CONST.

JOIN EX. AC PVMT
G
B A
40'
2 EA
18 N
8 2
°
2 4
'
5 5
"
E
4 4
0 .
7 5
'
C1
STA 35+08.95

BEG C/G
(120.25 TC)
(119.58 FL)
JOIN EX.

STA 35+56.25

END C/G
(120.28 TC)
(119.64 FL)
JOIN EX.STOPSTOP5
23 WV
GOTH
A
M

S
T

TYPICAL SECTION
E'LY
R/W
2'
EX. PKWY.EX. PKWY.
36'
50'
W'LY
R/W
12'

1.5"
EX. PKWY.
2'2'
16'16'

EGLISE AVE
℄
9 VIA AMORITA TO FLORENCE AVE

EGLISE AVENUE
SCALE: N.T.S.

CURVE TABLE
CURVE #
C1
DELTA
51°36'29"
RADIUS

40.00'
LENGTH

36.03'

TANGENT

19.34'+5400+5500+5300+5400+38 00 +39 00 +40 00 +41 00
10208 10203 10200
+37 00 +38 00 +39 00 +40 00 +41 00
9378
I
(28')(12')(2')(40')(52')37+28 - BEG. CONST.

JOIN PROP AC PVMT
JOIN PROP. 53+49

C INTERSECTION
54+61.31 EGLISE AVE
37+00.00 FLORENCE FRONTAGE=
L
90'STA 37+80.00BEG C/G(128.25 TC)(128.00 FL)JOIN EX.STA 38+02.77END C/G(128.26 TC)(128.00 FL)JOIN EX.9 STOP
5 23
13 19
40+50S'LY
R/W
12'
14'

TYPICAL SECTION

FLORENCE AVE FRONTAGE
EGLISE AVE TO STA 40+50
SCALE: N.T.S.

EX. PKWY.
2'
14'
92'
52'
12'
9 14'

FLORENCE AVE FRONTAGE
℄

FLORENCE AVE
℄S'LY
R/W
12'
14'

TYPICAL SECTION

FLORENCE AVE FRONTAGE
STA 40+50 AVE TO END
SCALE: N.T.S.

EX. PKWY.
2'
14'
92'
52'
12'
14'

FLORENCE AVE FRONTAGE
℄

FLORENCE AVE
℄
13 19

STOPWMWMWMWMWMWM+1400+1500+25 00 +26 00 +27 00 +28
10741
10740 10734 10728 10724 10718
10735 10729 10725 10719 1070910713
10712 10708+1400+1500+25 00 +26 00 +27 00 +28

C INTERSECTION
14+37.19 CECILIA ST
24+00.00 SHELLYFIELD RD=
L
(54')(30')STOP(12')(1')9
(12')(1')A B
SMH
16 7
24'
12 13
WMWMWMWMWMWMWMWMWM+00 +29 00 +30 00 +31 00
10702 10636 10630 10624
106291063510703
10620 1060810614
1061910625 10613
+00 +29 00 +30 00 +31 00
(54')(30')(12')(1')(12')(1')9
W'LY
R/W
E'LY
R/W
7'
12'12'
7'7'7'

TYPICAL SECTION
EX. PKWY.EX. PKWY.
9 1'1'
30'
54'

SHELLYFIELD ROAD

CECILIA ST TO MULLER ST
SCALE: N.T.S.

SHELLYFIELD RD
℄
FROM CECILIA ST TO STA 31+50SHELLYFIELD ROADMATCH LINE STA 28+00 SEE ABOVE RIGHTCIP NO. 22-23 RESIDENTIAL STREET REHABILITATION PROJECT - AREA 6 18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

GENERAL NOTES

1. REMOVE EXISTING PCC IMPROVEMENTS

CONSTRUCT PCC IMPROVEMENTS

REMOVE EXISTING ASPHALT PAVEMENT, BASE

AND/OR SUBGRADE

ARAM WITH CAPE SEAL
LEGEND
EXISTING FACILITIES, IMPROVEMENTS, LANDSCAPING, ETC. THAT ARE NOT

DESIGNATED FOR REMOVAL SHALL BE PROTECTED IN PLACE OR
TEMPORARILY REMOVED AND REINSTALLED AFTER WORK IS COMPLETED.

SAWCUTTING AND SLOT PAVING REQUIRED FOR NEW CURB AND GUTTER SHALL BE 1' WIDE UNLESS NOTED OTHERWISE.2.

THE LOCATION AND LIMITS OF NEW OR REPLACEMENT CURB, GUTTER

AND/OR SIDEWALK SHOWN HEREON SHALL BE VERIFIED IN THE FIELD WITH THE CITY INSPECTOR PRIOR TO ANY REMOVALS.

3. EXISTING CONCRETE IMPROVEMENTS SHALL BE SAWCUT WHEN REMOVED AND RECONSTRUCTED.

4. ALL EXPOSED SURFACES TO RECEIVE ARHM CAP SHALL BE CRACK SEALED FOR ALL CRACKS GREATER THAN 18".

5. MILL & OVERLAY
24+15 - BEG. CONST.

JOIN PROP. PCC. X-GTR.MATCH LINE STA 28+00 SEE BELOW LEFTMATCH LINE STA 31+50 SEE SHEET 19(SEE SHEET 20)CECILIA ST SHELLYFIELD ROAD

SHELLYFIELD ROAD

CONSTRUCTION NOTES
A
B

STRIPING NOTES
INSTALL 12" WHITE THERMOPLASTIC CROSSWALK (10' MIN WIDTH), LIMIT LINE, OR YIELD LINE PER CALTRANS STD. PLAN NO. A24E.

INSTALL THERMOPLASTIC "STOP" PAVEMENT MARKING PER CALTRANS STD. PLAN A24D.
7 REMOVE EXISTING PAVEMENT AND UNDERLYING MATERIAL TO A DEPTH OF 4" BELOW PROPOSED ROADWAY FINISH SURFACE. RECOMPACT BASE OR SUBGRADE.
9 CONSTRUCT ASPHALT RUBBER AGGREGATE MEMBRANE (ARAM) WITH TYPE 2 SLURRY CAPE SEAL. CONTRACTOR SHALL REPAIR POTHOLES AT THE DIRECTION OF THE ENGINEER BEFORE PLACING ARAM.
12 CONSTRUCT 2.5” DEPTH AC BASE COURSE. LEAVE 1.5" BELOW PROPOSED ROADWAY FINISH SURFACE.
13 CONSTRUCT 1.5" ARHM CAP.
16 ADJUST MANHOLE TO GRADE.

WMSTOPSTOPWMWMWMWMWMWM+32 00 +33 00 +34 00 +35 00
+150010608
10607
10604 10554 10548
10603 10553 1054110547 10537
1053610542
+32 00 +33 00 +34 00 +35 00
+1500(54')(30')C INTERSECTION
14+77.06 MULLER ST
32+79.53 SHELLYFIELD RD=
L
STOPSTOP(12')(2')(12')(1')9
B A
A B
SMH
16 FOR RAMPS
SEE SHEET 19
WMWMWMWMWMWM+36 00 +37 00 +38 00 +39 00 +15+160010530 1052010524 1052510531 10519
10514 10508
10513 10507 10503
10502
+36 00 +37 00 +38 00 +39 00 +15+1600C INTERSECTION
15+70.22 GOTHAM ST
39+08.60 SHELLYFIELD RD=
L
(54')(30')(12')(2')(12')(1')9
SMH
16 G
W'LY
R/W
E'LY
R/W
7'
12'12'
7'7'7'

TYPICAL SECTION
EX. PKWY.EX. PKWY.
9 1'1'
30'
54'

SHELLYFIELD ROAD

CECILIA ST TO MULLER ST
SCALE: N.T.S.

SHELLYFIELD RD
℄
W'LY
R/W
E'LY
R/W
7'
12'12'
6'7'7'

TYPICAL SECTION
EX. PKWY.EX. PKWY.
9 1'2'
30'
54'

SHELLYFIELD ROAD

MULLER ST TO GOTHAM ST
SCALE: N.T.S.

SHELLYFIELD RD
℄
FROM STA 31+50 TO GOTHAM STSHELLYFIELD ROADMATCH LINE STA 35+50 SEE ABOVE RIGHTCIP NO. 22-23 RESIDENTIAL STREET REHABILITATION PROJECT - AREA 6 18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

GENERAL NOTES

1. REMOVE EXISTING PCC IMPROVEMENTS

CONSTRUCT PCC IMPROVEMENTS

REMOVE EXISTING ASPHALT PAVEMENT, BASE

AND/OR SUBGRADE

ARAM WITH CAPE SEAL
LEGEND
EXISTING FACILITIES, IMPROVEMENTS, LANDSCAPING, ETC. THAT ARE NOT

DESIGNATED FOR REMOVAL SHALL BE PROTECTED IN PLACE OR
TEMPORARILY REMOVED AND REINSTALLED AFTER WORK IS COMPLETED.

SAWCUTTING AND SLOT PAVING REQUIRED FOR NEW CURB AND GUTTER SHALL BE 1' WIDE UNLESS NOTED OTHERWISE.2.

THE LOCATION AND LIMITS OF NEW OR REPLACEMENT CURB, GUTTER

AND/OR SIDEWALK SHOWN HEREON SHALL BE VERIFIED IN THE FIELD WITH THE CITY INSPECTOR PRIOR TO ANY REMOVALS.

3. EXISTING CONCRETE IMPROVEMENTS SHALL BE SAWCUT WHEN REMOVED AND RECONSTRUCTED.

4. ALL EXPOSED SURFACES TO RECEIVE ARHM CAP SHALL BE CRACK SEALED FOR ALL CRACKS GREATER THAN 18".

5. MILL & OVERLAYMATCH LINE STA 35+50 SEE BELOW LEFTMATCH LINE STA 31+50 SEE SHEET 18MULLER ST (SEE SHEET 19)GOTHAM ST

SHELLYFIELD ROAD

SHELLYFIELD ROAD
(SEE SHEET 13)
38+92 - END CONST.

JOIN PROP. AC PVMT.

CONSTRUCTION NOTES
A
B

STRIPING NOTES
G
INSTALL 12" WHITE THERMOPLASTIC CROSSWALK (10' MIN WIDTH), LIMIT LINE, OR YIELD LINE PER CALTRANS STD. PLAN NO. A24E.

INSTALL THERMOPLASTIC "STOP" PAVEMENT MARKING PER CALTRANS STD. PLAN A24D.

FROM LAKEWOOD BLVD TO STA 18+00CECILIA STREET
CIP NO. 22-23 RESIDENTIAL STREET REHABILITATION PROJECT - AREA 6 18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

GENERAL NOTES

1. REMOVE EXISTING PCC IMPROVEMENTS

CONSTRUCT PCC IMPROVEMENTS

REMOVE EXISTING ASPHALT PAVEMENT, BASE

AND/OR SUBGRADE

ARAM WITH CAPE SEAL
LEGEND
EXISTING FACILITIES, IMPROVEMENTS, LANDSCAPING, ETC. THAT ARE NOT

DESIGNATED FOR REMOVAL SHALL BE PROTECTED IN PLACE OR
TEMPORARILY REMOVED AND REINSTALLED AFTER WORK IS COMPLETED.

SAWCUTTING AND SLOT PAVING REQUIRED FOR NEW CURB AND GUTTER SHALL BE 1' WIDE UNLESS NOTED OTHERWISE.2.

THE LOCATION AND LIMITS OF NEW OR REPLACEMENT CURB, GUTTER

AND/OR SIDEWALK SHOWN HEREON SHALL BE VERIFIED IN THE FIELD WITH THE CITY INSPECTOR PRIOR TO ANY REMOVALS.

3. EXISTING CONCRETE IMPROVEMENTS SHALL BE SAWCUT WHEN REMOVED AND RECONSTRUCTED.

4. ALL EXPOSED SURFACES TO RECEIVE ARHM CAP SHALL BE CRACK SEALED FOR ALL CRACKS GREATER THAN 18".

5. MILL & OVERLAY

LAKEWOOD BLVD CECILIA STREET
MATCH LINE STA 14+00 SEE BELOW LEFTMATCH LINE STA 14+00 SEE ABOVE RIGHTMATCH LINE STA 18+00 SEE SHEET 21CLANCEY AVE

STONEWOOD ST
(SEE SHEET 18)SHELLYFIELD RD
(PRIVATE)

STONEWOOD ST(PRIVATE)

CECILIA STREET

CONSTRUCTION NOTES
A
D
E
F

STRIPING NOTES
IV
G
K
INSTALL 12" WHITE THERMOPLASTIC CROSSWALK (10' MIN WIDTH), LIMIT LINE, OR YIELD LINE PER CALTRANS STD. PLAN NO. A24E.

INSTALL THERMOPLASTIC DOUBLE YELLOW LINE PER DETAIL 22 PER CALTRANS STD. PLAN A20A.

INSTALL 8" WHITE THERMOPLASTIC LINE PER DETAIL 38 PER CALTRANS STD. PLAN A20D.

INSTALL THERMOPLASTIC TYPE "LEFT/RIGHT ARROW" PAVEMENT MARKING PER CALTRANS STD. PLAN A24A.

INSTALL RAISED BLUE PAVEMENT MARKER PER CA MUTCD FIGURE 3B-102(CA).

INSTALL 6" WHITE DASHED THERMOPLASTIC LINE PER DETAIL 8 CALTRNSSTD. PLAN A20A. 6 REMOVE AND RECONSTRUCT PCC CROSS GUTTER AND SPANDREL PER SPPWC STD. PLAN NO. 122-3 AND DETAIL D ON SHEET 4.
7 REMOVE EXISTING PAVEMENT AND UNDERLYING MATERIAL TO A DEPTH OF 4" BELOW PROPOSED ROADWAY FINISH SURFACE. RECOMPACT BASE OR SUBGRADE.
9 CONSTRUCT ASPHALT RUBBER AGGREGATE MEMBRANE (ARAM) WITH TYPE 2 SLURRY CAPE SEAL. CONTRACTOR SHALL REPAIR POTHOLES AT THE DIRECTION OF THE ENGINEER BEFORE PLACING ARAM.
16 ADJUST MANHOLE TO GRADE.
12 CONSTRUCT 2.5” DEPTH AC BASE COURSE. LEAVE 1.5" BELOW PROPOSED ROADWAY FINISH SURFACE.
13 CONSTRUCT 1.5" ARHM CAP.
15 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT ACCESS RAMP WITH DETECTABLE WARNING DEVICE PER SPPWC STD. PLAN NO. 111-5 CASE C.

B INSTALL THERMOPLASTIC "STOP" PAVEMENT MARKING PER CALTRANS STD. PLAN A24D
+14 00 +15 00 +16 00 +17 00 +18
10741 10740 10735 STOPSTOP(116.62 TC)
(115.98 FL)
JOIN
(116.43 TC)
(115.72 FL)
JOIN
(116.68 TC)
(115.93 FL)
JOIN
(116.50 TC)
(115.84 FL)
JOIN
6 10734

STOPC INTERSECTION
24+00.00 SHELLYFIELD RD
14+37.19 CECILIA ST=
L

C INTERSECTION
24+00.00 CLANCEY AVE
17+15.58 CECILIA ST=
L
(60')(38')(12')(10')(2')(2')D D
15 D
SMH
16 SMH
16115.76 FL115.80 FL116.10 FL
116.23 FL
115.98 FL
G
9 7 12 13
(117.17 TC)
(116.46 FL)
JOIN
(116.43 TC)
(115.72 FL)
JOIN
(117.13 TC)
(116.50 FL)
JOIN
(116.88 TC)
(116.24 FL)
JOIN
6 116.64 FL
116.74 FL
116.33FL
116.34 FL116.42 FLAB
+11 00 +12 00 +13 00
10808 9016 9022
10720

WMWMC INTERSECTION
24+00.00 LAKEWOOD BLVD
10+00.00 CECILIA ST=
L
(70')(53')(8')(9')(3')(2')15
A
(RT)
F
A
10+41 - BEG. CONST.

JOIN EX. AC PVMT.
(RT)
F
(RT)
F
75'
E
(LT)F (LT)F
D
K
K
SMH
16 SMH16
(RT)
FE
9 80'
N'LY
R/W
S'LY
R/W
14'
8'9'
9'15'10'

TYPICAL SECTION
EX. PKWY.EX. PKWY.
9 2'2'
53'
70'

CECILIA STREET
LAKEWOOD BLVD TO STA 13+00
SCALE: N.T.S.

CECILIA ST
℄
N'LY
R/W
S'LY
R/W
8'
12'VARIES.
8'9'9'

TYPICAL SECTION
EX. PKWY.EX. PKWY.
9 2'2'
38'
60'

CECILIA STREET
STA 13+00 TO CLANCEY AVE
SCALE: N.T.S.

CECILIA ST
℄

FROM STA 18+00 TO STA 26+00CECILIA STREET
CIP NO. 22-23 RESIDENTIAL STREET REHABILITATION PROJECT - AREA 6 18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

GENERAL NOTES

1. REMOVE EXISTING PCC IMPROVEMENTS

CONSTRUCT PCC IMPROVEMENTS

REMOVE EXISTING ASPHALT PAVEMENT, BASE

AND/OR SUBGRADE

ARAM WITH CAPE SEAL
LEGEND
EXISTING FACILITIES, IMPROVEMENTS, LANDSCAPING, ETC. THAT ARE NOT

DESIGNATED FOR REMOVAL SHALL BE PROTECTED IN PLACE OR
TEMPORARILY REMOVED AND REINSTALLED AFTER WORK IS COMPLETED.

SAWCUTTING AND SLOT PAVING REQUIRED FOR NEW CURB AND GUTTER SHALL BE 1' WIDE UNLESS NOTED OTHERWISE.2.

THE LOCATION AND LIMITS OF NEW OR REPLACEMENT CURB, GUTTER

AND/OR SIDEWALK SHOWN HEREON SHALL BE VERIFIED IN THE FIELD WITH THE CITY INSPECTOR PRIOR TO ANY REMOVALS.

3. EXISTING CONCRETE IMPROVEMENTS SHALL BE SAWCUT WHEN REMOVED AND RECONSTRUCTED.

4. ALL EXPOSED SURFACES TO RECEIVE ARHM CAP SHALL BE CRACK SEALED FOR ALL CRACKS GREATER THAN 18".

5. MILL & OVERLAY
CECILIA STREET MATCH LINE STA 22+00 SEE BELOW LEFTMATCH LINE STA 22+00 SEE ABOVE RIGHTMATCH LINE STA 26+00 SEE SHEET 22MATCH LINE STA 18+00 SEE SHEET 20CECILIA STREET

HALEDON AVE

CHANEY AVE

CONSTRUCTION NOTES
D

STRIPING NOTES
G
INSTALL THERMOPLASTIC DOUBLE YELLOW LINE PER DETAIL 22 PER CALTRANS STD. PLAN A20A.

INSTALL RAISED BLUE PAVEMENT MARKER PER CA MUTCD FIGURE 3B-102(CA).
9 CONSTRUCT ASPHALT RUBBER AGGREGATE MEMBRANE (ARAM) WITH TYPE 2 SLURRY CAPE SEAL. CONTRACTOR SHALL REPAIR POTHOLES AT THE DIRECTION OF THE ENGINEER BEFORE PLACING ARAM.
16 ADJUST MANHOLE TO GRADE.
+00 +19 00 +20 00 +21 00
+22 00
10734 10731 10730
STOP10737C INTERSECTION
24+00.00 HALEDON AVE
20+00.58 CECILIA ST=
L
(60')(38')(12')(11')(1')(2')9
D G D
SMH
16 +22 00
+23 00 +24 00 +25 00
+26 00+2510737
9165
9174 9184
91859177
WMWMWMWMWMWMWMSTOP107
3 7

C INTERSECTION
24+00.00 CHANEY AVE
22+86.71 CECILIA ST=
L
(60')(36')(12')(12')(1')(2')9
SMH
16 D
N'LY
R/W
S'LY
R/W
9'
12'12
8'9'9'

TYPICAL SECTION
EX. PKWY.EX. PKWY.
9 1'2'
36'
60'

CECILIA STREET

CLANCEY AVE TO CHANEY AVE
SCALE: N.T.S.

CECILIA ST
℄
N'LY
R/W
S'LY
R/W
9'
12'12
8'9'9'

TYPICAL SECTION
EX. PKWY.EX. PKWY.
9 1'2'
36'
60'

CECILIA STREET
CHANEY AVE TO STA 28+00
SCALE: N.T.S.

CECILIA ST
℄

FROM STA 26+00 TO WOODRUFF AVECECILIA STREET
CIP NO. 22-23 RESIDENTIAL STREET REHABILITATION PROJECT - AREA 6 18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

GENERAL NOTES

1. REMOVE EXISTING PCC IMPROVEMENTS

CONSTRUCT PCC IMPROVEMENTS

REMOVE EXISTING ASPHALT PAVEMENT, BASE

AND/OR SUBGRADE

ARAM WITH CAPE SEAL
LEGEND
EXISTING FACILITIES, IMPROVEMENTS, LANDSCAPING, ETC. THAT ARE NOT

DESIGNATED FOR REMOVAL SHALL BE PROTECTED IN PLACE OR
TEMPORARILY REMOVED AND REINSTALLED AFTER WORK IS COMPLETED.

SAWCUTTING AND SLOT PAVING REQUIRED FOR NEW CURB AND GUTTER SHALL BE 1' WIDE UNLESS NOTED OTHERWISE.2.

THE LOCATION AND LIMITS OF NEW OR REPLACEMENT CURB, GUTTER

AND/OR SIDEWALK SHOWN HEREON SHALL BE VERIFIED IN THE FIELD WITH THE CITY INSPECTOR PRIOR TO ANY REMOVALS.

3. EXISTING CONCRETE IMPROVEMENTS SHALL BE SAWCUT WHEN REMOVED AND RECONSTRUCTED.

4. ALL EXPOSED SURFACES TO RECEIVE ARHM CAP SHALL BE CRACK SEALED FOR ALL CRACKS GREATER THAN 18".

5. MILL & OVERLAYMATCH LINE STA 30+00 SEE BELOW LEFTMATCH LINE STA 30+00 SEE ABOVE RIGHTCECILIA STREET (SEE SHEET 24)MATCH LINE STA 26+00 SEE SHEET 21BUELL ST WOODRUFF AVECECILIA STREET 33+44 - END CONST.

JOIN EX. PCC. X-GTR.

CONSTRUCTION NOTES
A
B
D

STRIPING NOTES
G
INSTALL 12" WHITE THERMOPLASTIC CROSSWALK (10' MIN WIDTH), LIMIT LINE, OR YIELD LINE PER CALTRANS STD. PLAN NO. A24E.

INSTALL THERMOPLASTIC "STOP" PAVEMENT MARKING PER CALTRANS STD. PLAN A24D.

INSTALL THERMOPLASTIC DOUBLE YELLOW LINE PER DETAIL 22 PER CALTRANS STD. PLAN A20A.

INSTALL RAISED BLUE PAVEMENT MARKER PER CA MUTCD FIGURE 3B-102(CA).
3 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT ACCESS RAMP WITH DETECTABLE WARNING DEVICE PER SPPWC STD. PLAN NO. 111-5 CASE A TYPE 5 (1-SIDED).
4 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT PCC SIDEWALK PER SPPWC STD. PLAN NO. 112-2.
7 REMOVE EXISTING PAVEMENT AND UNDERLYING MATERIAL TO A DEPTH OF 4" BELOW PROPOSED ROADWAY FINISH SURFACE. RECOMPACT BASE OR SUBGRADE.
9 CONSTRUCT ASPHALT RUBBER AGGREGATE MEMBRANE (ARAM) WITH TYPE 2 SLURRY CAPE SEAL. CONTRACTOR SHALL REPAIR POTHOLES AT THE DIRECTION OF THE ENGINEER BEFORE PLACING ARAM.
16 ADJUST MANHOLE TO GRADE.
12 CONSTRUCT 2.5” DEPTH AC BASE COURSE. LEAVE 1.5" BELOW PROPOSED ROADWAY FINISH SURFACE.
13 CONSTRUCT 1.5" ARHM CAP.
6 REMOVE AND RECONSTRUCT PCC CROSS GUTTER AND SPANDREL
PER SPPWC STD. PLAN NO. 122-3 AND DETAIL D ON SHEET 4
+26 00
+27 00 +28 00 +29 00 +30
91849190
9191 9195
9196 9204 9208
9201 92219211
9214 9220
9227
WMWMWMWMWMWMWMWMWMWMWMWM(60')(36')(12')(12')(1')(1')9
D
SMH
16 +30 00
+31 00
+32 00
+33 00+3300+2500+26009260
9226 9230 9238 9242
9245 9253 9261
9248 10737 STOPWMWMWMWMSTOP(117.37 TC)
(116.73 FL)
JOIN
(117.14 TC)
(116.51 FL)
JOIN
(117.41 TC)
(116.67 FL)
JOIN
(117.39 TC)
(116.73 FL)
JOIN 6

STOPSTOPC INTERSECTION
33+34.55 BUELL ST
30+79.03 CECILIA ST=
L (60')(37')(11')(12')(2')(1')3
9 D G
SMH 16
B A
G
D
33+44 - END CONST.

JOIN EX. PCC. X-GTR.116.58 FL116.66 FL116.67 FL
116.61 FL
116.56 FL

C INTERSECTION
25+69.51 WOODRUFF AVE
33+64.74 CECILIA ST=
L
4 7 12 13
N'LY
R/W
S'LY
R/W
9'
12'12
8'9'9'

TYPICAL SECTION
EX. PKWY.EX. PKWY.
9 1'2'
36'
60'

CECILIA STREET
CHANEY AVE TO STA 28+00
SCALE: N.T.S.

CECILIA ST
℄
N'LY
R/W
S'LY
R/W
8'
12'12
8'9'9'

TYPICAL SECTION
EX. PKWY.EX. PKWY.
9 1'1'
36'
60'

CECILIA STREET
STA 28+00 TO BUELL ST
SCALE: N.T.S.

CECILIA ST
℄
N'LY
R/W
S'LY
R/W
8'
11'12
8'9'9'

TYPICAL SECTION
EX. PKWY.EX. PKWY.
9 2'1'
37'
60'

CECILIA STREET

BUELL ST TO WOODRUFF AVE
SCALE: N.T.S.

CECILIA ST
℄

FROM CHANEY AVE TO STA 30+00BUELL STREETMATCH LINE STA 26+50 ABOVE RIGHTCIP NO. 22-23 RESIDENTIAL STREET REHABILITATION PROJECT - AREA 6 18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

GENERAL NOTES

1. REMOVE EXISTING PCC IMPROVEMENTS

CONSTRUCT PCC IMPROVEMENTS

REMOVE EXISTING ASPHALT PAVEMENT, BASE

AND/OR SUBGRADE

ARAM WITH CAPE SEAL
LEGEND
EXISTING FACILITIES, IMPROVEMENTS, LANDSCAPING, ETC. THAT ARE NOT

DESIGNATED FOR REMOVAL SHALL BE PROTECTED IN PLACE OR
TEMPORARILY REMOVED AND REINSTALLED AFTER WORK IS COMPLETED.

SAWCUTTING AND SLOT PAVING REQUIRED FOR NEW CURB AND GUTTER SHALL BE 1' WIDE UNLESS NOTED OTHERWISE.2.

THE LOCATION AND LIMITS OF NEW OR REPLACEMENT CURB, GUTTER

AND/OR SIDEWALK SHOWN HEREON SHALL BE VERIFIED IN THE FIELD WITH THE CITY INSPECTOR PRIOR TO ANY REMOVALS.

3. EXISTING CONCRETE IMPROVEMENTS SHALL BE SAWCUT WHEN REMOVED AND RECONSTRUCTED.

4. ALL EXPOSED SURFACES TO RECEIVE ARHM CAP SHALL BE CRACK SEALED FOR ALL CRACKS GREATER THAN 18".

5. MILL & OVERLAY
BUELL STREET MATCH LINE STA 26+50 SEE BELOW LEFT BUELL STREET MATCH LINE STA 30+00 SEE SHEET 24CHANEY AVE

CONSTRUCTION NOTES
9 16 ADJUST MANHOLE TO GRADE.

CONSTRUCT ASPHALT RUBBER AGGREGATE MEMBRANE (ARAM) WITH TYPE 2 SLURRY CAPE SEAL. CONTRACTOR SHALL REPAIR POTHOLES AT THE DIRECTION OF THE ENGINEER BEFORE PLACING ARAM.

G INSTALL RAISED BLUE PAVEMENT MARKER PER CA MUTCD FIGURE 3B-102(CA).

STRIPING NOTES
WMWMWMWM9202
9203 9207 9215
9208 9222
9225 9229
9230
+27 00 +28 00 +29 00 +30
(54')(30')(12')(12')(1')(1')SMH
16 WMWMWMWM9
N'LY
R/W
S'LY
R/W
6'
12'12'
6'8'8'

TYPICAL SECTION

BUELL STREET
CHANEY AVE TO STA 30+58
SCALE: N.T.S.

EX. PKWY.EX. PKWY.
1'1'
30'
54 BUELL ST
℄
9WMWMWMWMWM9158
9161 9165
9166 9172 9180
9173 9179 9187
9184
+24 00 +25 00 +26 00
+2800+2900C INTERSECTION
28+38.07 CHANEY AVE
23+00.00 BUELL ST=
L
(54')(30')(12')(12')(1')(1')9
23+20 - BEG. CONST.

JOIN EX. PCC X-GTR
SMH
16 G WMWMWMWMWM

CIP NO. 22-23 RESIDENTIAL STREET REHABILITATION PROJECT - AREA 6 18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

GENERAL NOTES

1. REMOVE EXISTING PCC IMPROVEMENTS

CONSTRUCT PCC IMPROVEMENTS

REMOVE EXISTING ASPHALT PAVEMENT, BASE

AND/OR SUBGRADE

ARAM WITH CAPE SEAL
LEGEND
EXISTING FACILITIES, IMPROVEMENTS, LANDSCAPING, ETC. THAT ARE NOT

DESIGNATED FOR REMOVAL SHALL BE PROTECTED IN PLACE OR
TEMPORARILY REMOVED AND REINSTALLED AFTER WORK IS COMPLETED.

SAWCUTTING AND SLOT PAVING REQUIRED FOR NEW CURB AND GUTTER SHALL BE 1' WIDE UNLESS NOTED OTHERWISE.2.

THE LOCATION AND LIMITS OF NEW OR REPLACEMENT CURB, GUTTER

AND/OR SIDEWALK SHOWN HEREON SHALL BE VERIFIED IN THE FIELD WITH THE CITY INSPECTOR PRIOR TO ANY REMOVALS.

3. EXISTING CONCRETE IMPROVEMENTS SHALL BE SAWCUT WHEN REMOVED AND RECONSTRUCTED.

4. ALL EXPOSED SURFACES TO RECEIVE ARHM CAP SHALL BE CRACK SEALED FOR ALL CRACKS GREATER THAN 18".

5. MILL & OVERLAY

BUELL STREET
MATCH LINE STA 30+00 SEE SHEET 23
(SEE SHEET 22)CECILIA ST
33+13 - END CONST.

JOIN PROP. PCC X-GTR
SEE SHEET 22

CONSTRUCTION NOTES
A
B

STRIPING NOTES
INSTALL 12" WHITE THERMOPLASTIC CROSSWALK (10' MIN WIDTH), LIMIT LINE, OR YIELD LINE PER CALTRANS STD. PLAN NO. A24E.

INSTALL THERMOPLASTIC "STOP" PAVEMENT MARKING PER CALTRANS STD. PLAN A24D.

PANGBORN AVE QUINN STREET
MATTOCK AVE(SEE SHEET 37)
FROM STA 30+00 TO CECILIA STBUELL ST -

FROM PANGBORN AVE TO MATTOCK AVEQUINN ST -
7 REMOVE EXISTING PAVEMENT AND UNDERLYING MATERIAL TO A DEPTH OF 4" BELOW PROPOSED ROADWAY FINISH SURFACE. RECOMPACT BASE OR SUBGRADE.
9 CONSTRUCT ASPHALT RUBBER AGGREGATE MEMBRANE (ARAM) WITH TYPE 2 SLURRY CAPE SEAL. CONTRACTOR SHALL REPAIR POTHOLES AT THE DIRECTION OF THE ENGINEER BEFORE PLACING ARAM.
16 ADJUST MANHOLE TO GRADE.

CONSTRUCT 2.5” DEPTH AC BASE COURSE. LEAVE 1.5" BELOW
PROPOSED ROADWAY FINISH SURFACE.
12 13
CONSTRUCT 1.5" ARHM CAP.STOPWMN/A
9243 9249
9260
9255 9245
+3100+00+31 00 +32 00 +33 00
9230

C INTERSECTION
30+79.02 CECILIA ST
33+34.55 BUELL ST=
L
(54')(30')(12')(12')(2')(2')27'
9 SMH
16 ABSTOPSTA 30+57.55
PT
STOPWM13127
E'LY
R/W
W'LY
R/W
6'
12'12'
6'7' & VAR 7' & VAR

TYPICAL SECTION

BUELL STREET
STA 30+58 TO CECILIA STREET
SCALE: N.T.S.

EX. PKWY.EX. PKWY.
2'2'
30'
54 BUELL ST
℄
9 11
+3700+3800+47 00 +48 00 +49 00 +50 00 +50 36
+3700+37049502 9524
9503 9519 9525
9531
10502
10508

C INTERSECTION
37+41.03 PANGBORN AVE
47+00.00 QUINN ST=
L

C INTERSECTION
37+04.00 MATTOCK AVE
50+36.11 QUINN ST=
L
(54')(30')(12')(12')(1')(1')9
47+14 - BEG. CONST.

JOIN EX. AC PVMT.

SMH
16 47+15 - BEG. CONST.

JOIN EX. AC PVMT.WMWMWMWMWMWM49+93QUINN ST
℄W'LY
R/W
E'LY
R/W
7'
12'12'
7'7'7'
1"

TYPICAL SECTION
EX. PKWY.EX. PKWY.
9 1'1'
30'
54'

QUINN ST

PANGBORN AVE TO MATTOCK AVE
SCALE: N.T.S.

FROM VIA AMORITA TO FLORENCE AVEEGLISE AVENUE
CIP NO. 22-23 RESIDENTIAL STREET REHABILITATION PROJECT - AREA 6 18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

GENERAL NOTES

1. REMOVE EXISTING PCC IMPROVEMENTS

CONSTRUCT PCC IMPROVEMENTS

REMOVE EXISTING ASPHALT PAVEMENT, BASE

AND/OR SUBGRADE

ARAM WITH CAPE SEAL
LEGEND
EXISTING FACILITIES, IMPROVEMENTS, LANDSCAPING, ETC. THAT ARE NOT

DESIGNATED FOR REMOVAL SHALL BE PROTECTED IN PLACE OR
TEMPORARILY REMOVED AND REINSTALLED AFTER WORK IS COMPLETED.

SAWCUTTING AND SLOT PAVING REQUIRED FOR NEW CURB AND GUTTER SHALL BE 1' WIDE UNLESS NOTED OTHERWISE.2.

THE LOCATION AND LIMITS OF NEW OR REPLACEMENT CURB, GUTTER

AND/OR SIDEWALK SHOWN HEREON SHALL BE VERIFIED IN THE FIELD WITH THE CITY INSPECTOR PRIOR TO ANY REMOVALS.

3. EXISTING CONCRETE IMPROVEMENTS SHALL BE SAWCUT WHEN REMOVED AND RECONSTRUCTED.

4. ALL EXPOSED SURFACES TO RECEIVE ARHM CAP SHALL BE CRACK SEALED FOR ALL CRACKS GREATER THAN 18".

5. MILL & OVERLAYMATCH LINE STA 49+50 SEE BELOW LEFTEGLISE AVENUEVIA AMORITA CONSTRUCTION NOTES

EGLISE AVENUE
MATCH LINE STA 49+50 SEE ABOVE RIGHTMATCH LINE STA 52+50 SEE BELOW RIGHTMATCH LINE STA 52+50 SEE ABOVE LEFTEGLISE AVENUEFLORENCE AVE FRONTAGEFLORENCE AVE(SEE SHEET 28)CONSTRUCT ASPHALT RUBBER AGGREGATE MEMBRANE (ARAM) WITH TYPE 2 SLURRY CAPE SEAL. CONTRACTOR SHALL REPAIR POTHOLES AT THE DIRECTION OF THE ENGINEER BEFORE PLACING ARAM.
9 16 ADJUST MANHOLE TO GRADE.

INSTALL THERMOPLASTIC "STOP" PAVEMENT MARKING PER CALTRANS STD. PLAN A24D.B

STRIPING NOTES

TYPICAL SECTION
12'
EX. PKWY.EX. PKWY.
36'
60'
12'
EX. PKWY.
1'- 2'1'-2'
16'16'
9 VIA AMORITA TO FLORENCE AVE

EGLISE AVENUE
SCALE: N.T.S.

EGLISE AVE
℄W'LY
R/W
E'LY
R/WWMWM+47 00 +48 00 +49 00
10250
10253
(36')(60')(12')(12')(2')(2')9
16 SMH
10323 10317 10311 10305
1030210310103189331
46+26.00 - BEG. CONST.

JOIN EX. X-GTR

C INTERSECTION
37+00.00 VIA AMORITA
46+00.00 EGLISE AVE=
L
WMWMWM+50 00 +51 00 +52 00
1022210250
10253
(36')(60')(12')(12')(2')(2')16
SMH
10247 10239 10231 10223
102281023410240
9 STOP
+5300+5400+5500+37 00
10222(36')
(60')
(12')(12')
(2')(2')
16SMH
B
102171021310205102081021254+79 - END CONST.JOIN EX PCC PVMT STOP
JOIN PROP. 37+28C INTERSECTION
37+00.00 FLORENCE FRONTAGE
54+61.31 EGLISE AVE=
L
9 WMWMWMWMWMWMWM+46 00 +47 00 +48 00 +49 00 +50+4000(36')(60')(12')(12')(1')(1')10329 10323 10317 10309 10303 10243 10233 10234102441030210308103161032810322

C INTERSECTION
40+08.28 VIA AMORITA
45+00.00 CORD AVE=
L
16 SMH
11 SMH
9 45+21 - BEG. CONST.

JOIN EX. PCC. X-GTR.WMWMWM10233
+00 +51 00 +52 00 +53 00 +54 00+4000+4000(36')(60')(12')(12')(1')(1')10227 10221 10215 10209 10203 1020010210102181022410230

C INTERSECTION
40+05.28 FLORENCE FRONTAGE
53+60.78 CORD AVE=
L
53+49 - END CONST.

JOIN PROP. AC. PVMT.

FOR STRIPING
SEE SHEET 17
16 SMH
9 G
9 W'LY
R/W
E'LY
R/W
9'
12'12'
9'8'8'

TYPICAL SECTION

CORD AVENUE

VIA AMORITA TO FLORENCE FRONTAGE
SCALE: N.T.S.

EX. PKWY.EX. PKWY.
1'1'
36'
60'

CORD AVE
℄
9 FROM VIA AMORITA TO FLORENCE AVE FRONTAGE CORD AVENUEMATCH LINE STA 50+00 SEE ABOVE RIGHTCIP NO. 22-23 RESIDENTIAL STREET REHABILITATION PROJECT - AREA 6 18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

GENERAL NOTES

1. REMOVE EXISTING PCC IMPROVEMENTS

CONSTRUCT PCC IMPROVEMENTS

REMOVE EXISTING ASPHALT PAVEMENT, BASE

AND/OR SUBGRADE

ARAM WITH CAPE SEAL
LEGEND
EXISTING FACILITIES, IMPROVEMENTS, LANDSCAPING, ETC. THAT ARE NOT

DESIGNATED FOR REMOVAL SHALL BE PROTECTED IN PLACE OR
TEMPORARILY REMOVED AND REINSTALLED AFTER WORK IS COMPLETED.

SAWCUTTING AND SLOT PAVING REQUIRED FOR NEW CURB AND GUTTER SHALL BE 1' WIDE UNLESS NOTED OTHERWISE.2.

THE LOCATION AND LIMITS OF NEW OR REPLACEMENT CURB, GUTTER

AND/OR SIDEWALK SHOWN HEREON SHALL BE VERIFIED IN THE FIELD WITH THE CITY INSPECTOR PRIOR TO ANY REMOVALS.

3. EXISTING CONCRETE IMPROVEMENTS SHALL BE SAWCUT WHEN REMOVED AND RECONSTRUCTED.

4. ALL EXPOSED SURFACES TO RECEIVE ARHM CAP SHALL BE CRACK SEALED FOR ALL CRACKS GREATER THAN 18".

5. MILL & OVERLAY

VIA AMORITA
MATCH LINE STA 50+00 SEE BELOW LEFTCORD AVENUE FLORENCE AVE FRONTAGE

CORD AVENUE
(SEE SHEET 17)

CONSTRUCTION NOTES

STRIPING NOTES

G INSTALL RAISED BLUE PAVEMENT MARKER PER CA MUTCD FIGURE 3B-102(CA).
16 9 CONSTRUCT ASPHALT RUBBER AGGREGATE MEMBRANE (ARAM) WITH TYPE 2 SLURRY CAPE SEAL. CONTRACTOR SHALL REPAIR POTHOLES AT THE DIRECTION OF THE ENGINEER BEFORE PLACING ARAM.

ADJUST MANHOLE TO GRADE.

FROM END TO ENDFLORENCE AVENUE FRONTAGE
CIP NO. 22-23
HORIZ. 1" = 20'
VERT. 1" = 4'

PROFILE
SCALE
RESIDENTIAL STREET REHABILITATION PROJECT - AREA 6
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

GENERAL NOTES

1. REMOVE EXISTING PCC IMPROVEMENTS

CONSTRUCT PCC IMPROVEMENTS

REMOVE EXISTING ASPHALT PAVEMENT, BASE

AND/OR SUBGRADE

ARAM WITH CAPE SEAL
LEGEND
EXISTING FACILITIES, IMPROVEMENTS, LANDSCAPING, ETC. THAT ARE NOT

DESIGNATED FOR REMOVAL SHALL BE PROTECTED IN PLACE OR
TEMPORARILY REMOVED AND REINSTALLED AFTER WORK IS COMPLETED.

SAWCUTTING AND SLOT PAVING REQUIRED FOR NEW CURB AND GUTTER SHALL BE 1' WIDE UNLESS NOTED OTHERWISE.2.

THE LOCATION AND LIMITS OF NEW OR REPLACEMENT CURB, GUTTER

AND/OR SIDEWALK SHOWN HEREON SHALL BE VERIFIED IN THE FIELD WITH THE CITY INSPECTOR PRIOR TO ANY REMOVALS.

3. EXISTING CONCRETE IMPROVEMENTS SHALL BE SAWCUT WHEN REMOVED AND RECONSTRUCTED.

4. ALL EXPOSED SURFACES TO RECEIVE ARHM CAP SHALL BE CRACK SEALED FOR ALL CRACKS GREATER THAN 18".

5. MILL & OVERLAY

FLORENCE AVENUE FRONTAGE
47 +50 48 +5046+50+50 49
125
N'LY
S'LY
LC
125
125
125
125
125
CASANES AVE(SEE SHEET 28)

PRIVATE
ROAD
123
121
127
123
121
127
123
121
127
127
123
121
127
123
121
127
123
121
48+74 - END CONST.

JOIN EX.

CONSTRUCTION NOTES
A
B

STRIPING NOTES
INSTALL 12" WHITE THERMOPLASTIC CROSSWALK (10' MIN WIDTH), LIMIT LINE, OR YIELD LINE PER CALTRANS STD. PLAN NO. A24E.

INSTALL THERMOPLASTIC "STOP" PAVEMENT MARKING PER CALTRANS STD. PLAN A24D.
3 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT ACCESS RAMP WITH DETECTABLE WARNING DEVICE PER SPPWC STD. PLAN NO. 111-5 CASE A TYPE 5 (1-SIDED).
8 REMOVE AND RECONSTRUCT PAVEMENT PER DETAIL B ON SHEET 3.

REMOVE EXISTING PAVEMENT AND UNDERLYING MATERIAL TO A DEPTH OF 4" BELOW PROPOSED ROADWAY FINISH SURFACE. RECOMPACT BASE OR SUBGRADE.
7 12 CONSTRUCT 2.5” DEPTH AC BASE COURSE. LEAVE 1.5" BELOW PROPOSED ROADWAY FINISH SURFACE.
13 CONSTRUCT 1.5" ARHM CAP.
18 ADJUST VALVE BOX AND COVER TO GRADE.
+45 60 +46 00 +47 00 +48 00 +48 74
+45 00 +46 00 +47 00 +48 00 49
+5300+5300STOP
WMWM(28')(12')(1')(40')7 12 13(1')B
A
18 20'
88 45+60 - BEG. CONST.

JOIN EX. AC PVMT
3 STOP20'
JOIN PROP. 52+78

C INTERSECTION
52+90.89 CASANES AVE
47+16.66 FLORENCE FRONTAGE=
L 10204943294229418(124.25 FS)(124.08 FS)(123.93 FS)(123.82 FS)(123.71 FS)(123.81 FS)(123.95 FS)124.06 FS-0.20%+0.04%-0.04%+0.22%+0.38%-0.48%47+50.00 GB123.70 FS47+00.00 GB123.80 FS48+00.00 GB123.81 FS48+50.00 GB124.00 FS46+50.00 GB123.82 FS45+59.81(124.25) FS48+69.64(124.01) FSPROP PROFILE @ CL

EXISTING
PROFILE @ CL(124.59 FS)(124.39 FS)(124.14 FS)(124.08 FS)(124.23 FS)(124.48 FS)EX PROFILE @

N'LY LIP OF GTR

EX PROFILE @

N'LY LIP OF GTR
(123.32 FS)(123.39 FS)(123.48 FS)(123.89 FS)(123.68 FS)(123.49 FS)EX PROFILE @

S'LY LIP OF GTR

EX PROFILE @

S'LY LIP OF GTR
S'LY
R/W
12'
13'

TYPICAL SECTION

FLORENCE AVE FRONTAGE
STA 45+60 TO END
SCALE: N.T.S.

EX. PKWY.
1'
EX. FS
92'
52'
13'

1.5"13
7 2.5"
ST. GRADE
12 4''

1.5"

2.5"
* PROP. FS ELEVATIONPER PROFILES
** LIP ELEVATION PERPROFILES
LIP**FS*ST. GRADE
EX. C&G

FLORENCE AVE FRONTAGE
℄FLORENCE AVE
℄

1.5"
1'
**LIP

2.5"
28'

FROM VIA AMORITA TO FLORENCE AVE FRONTAGECASANES AVENUE CIP NO. 22-23 RESIDENTIAL STREET REHABILITATION PROJECT - AREA 6 18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

GENERAL NOTES

1. REMOVE EXISTING PCC IMPROVEMENTS

CONSTRUCT PCC IMPROVEMENTS

REMOVE EXISTING ASPHALT PAVEMENT, BASE

AND/OR SUBGRADE

ARAM WITH CAPE SEAL
LEGEND
EXISTING FACILITIES, IMPROVEMENTS, LANDSCAPING, ETC. THAT ARE NOT

DESIGNATED FOR REMOVAL SHALL BE PROTECTED IN PLACE OR
TEMPORARILY REMOVED AND REINSTALLED AFTER WORK IS COMPLETED.

SAWCUTTING AND SLOT PAVING REQUIRED FOR NEW CURB AND GUTTER SHALL BE 1' WIDE UNLESS NOTED OTHERWISE.2.

THE LOCATION AND LIMITS OF NEW OR REPLACEMENT CURB, GUTTER

AND/OR SIDEWALK SHOWN HEREON SHALL BE VERIFIED IN THE FIELD WITH THE CITY INSPECTOR PRIOR TO ANY REMOVALS.

3. EXISTING CONCRETE IMPROVEMENTS SHALL BE SAWCUT WHEN REMOVED AND RECONSTRUCTED.

4. ALL EXPOSED SURFACES TO RECEIVE ARHM CAP SHALL BE CRACK SEALED FOR ALL CRACKS GREATER THAN 18".

5. MILL & OVERLAY

CASANES AVENUE
MATCH LINE STA 48+50 SEE BELOW LEFTVIA AMORITA
44+50 - BEG. CONST.

JOIN EX. PCC X-GTR
(SEE SHEET 29)

CONSTRUCTION NOTES
A
B

STRIPING NOTES
INSTALL 12" WHITE THERMOPLASTIC CROSSWALK (10' MIN WIDTH), LIMIT LINE, OR YIELD LINE PER CALTRANS STD. PLAN NO. A24E.

INSTALL THERMOPLASTIC "STOP" PAVEMENT MARKING PER CALTRANS STD. PLAN A24D.

CASANES AVENUE
MATCH LINE STA 48+50 SEE ABOVE RIGHTFLORENCE FRONTAGE RD 52+78 - END CONST.

JOIN PROP. AC PVMT
(SEE SHEET 27)
9 CONSTRUCT ASPHALT RUBBER AGGREGATE MEMBRANE (ARAM) WITH TYPE 2 SLURRY CAPE SEAL. CONTRACTOR SHALL REPAIR POTHOLES AT THE DIRECTION OF THE ENGINEER BEFORE PLACING ARAM.
16 ADJUST MANHOLE TO GRADE.+4700+45 00 +46 00 +47 00 +48 00+45 00 +46 00 +47 00 +48 00STOP WMWMWMWMWM(60')(36')(12')(12')(1')(1')9441 10270 10260
1026310271 10257 10251
10252 10244
10243
9 C INTERSECTION
47+22.03 VIA AMORITA
44+29.98 CASANES AVE=
L SMH
16BA
STOP44+50 - BEG. CONST.

JOIN EX. PCC X-GTR

TYPICAL SECTION
E'LY
R/W
12'
EX. PKWY.EX. PKWY.
36'
60'
W'LY
R/W
12'
EX. PKWY.
1''1'
17'17'
9 VIA AMORITA TO FLORENCE AVE

CASANES AVENUE
SCALE: N.T.S.

CASANES AVE
℄+4700+49 00 +50 00 +51 00 +52 00 53+49 00 +50 00 +51 00 +52 00 53WM WMWMWMWMSTOP(60')(36')(12')(12')(1')(1')10238 10230 10224 1022910237
10216
1021710223
10210 10204
943210209

C INTERSECTION
47+16.73 FLORENCE FRONTAGE
52+90.89 CASANES AVE=
LSMH
16 SMH
16 G STOP9

FROM HASTY AVE TO PANGBORN AVEVIA AMORITAMATCH LINE STA 48+00 SEE ABOVE RIGHTCIP NO. 22-23 RESIDENTIAL STREET REHABILITATION PROJECT - AREA 6 18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

GENERAL NOTES

1. REMOVE EXISTING PCC IMPROVEMENTS

CONSTRUCT PCC IMPROVEMENTS

REMOVE EXISTING ASPHALT PAVEMENT, BASE

AND/OR SUBGRADE

ARAM WITH CAPE SEAL
LEGEND
EXISTING FACILITIES, IMPROVEMENTS, LANDSCAPING, ETC. THAT ARE NOT

DESIGNATED FOR REMOVAL SHALL BE PROTECTED IN PLACE OR
TEMPORARILY REMOVED AND REINSTALLED AFTER WORK IS COMPLETED.

SAWCUTTING AND SLOT PAVING REQUIRED FOR NEW CURB AND GUTTER SHALL BE 1' WIDE UNLESS NOTED OTHERWISE.2.

THE LOCATION AND LIMITS OF NEW OR REPLACEMENT CURB, GUTTER

AND/OR SIDEWALK SHOWN HEREON SHALL BE VERIFIED IN THE FIELD WITH THE CITY INSPECTOR PRIOR TO ANY REMOVALS.

3. EXISTING CONCRETE IMPROVEMENTS SHALL BE SAWCUT WHEN REMOVED AND RECONSTRUCTED.

4. ALL EXPOSED SURFACES TO RECEIVE ARHM CAP SHALL BE CRACK SEALED FOR ALL CRACKS GREATER THAN 18".

5. MILL & OVERLAY
HASTY AVE MATCH LINE STA 48+00 SEE BELOW LEFTCASANES AVE

VIA AMORITA PANGBORN AVE
VIA AMORITA (SEE SHEET 28)

CONSTRUCTION NOTES

STRIPING NOTES

JOIN EX. AC PVMT
+44 00 +45 00 +46 00 +47 00 +48
+440045+4500+440045(60')(36')(12')(12')(2')(1')10303
10279
10330
94119403

C INTERSECTION
45+00.00 HASTY AVE
43+90.92 VIA AMORITA=
L
16 SMH
9 C INTERSECTION
44+29.98 CASANES AVE
47+22.03 VIA AMORITA=
L
G STOPJOIN EX. 44+63
G
+00 +49 00 +50 00
+4800(60')(36')(12')(12')(1')(2')9441 10319
1033110304
50+16 - BEG. CONST.

JOIN EX. PCC X-GTR

C INTERSECTION
48+07.52 PANGBORN AVE
50+36.31 VIA AMORITA=
L
9 N'LY
R/W
S'LY
R/W
8'
12'12'
9'8'8'

TYPICAL SECTION
EX. PKWY.EX. PKWY.
9 2'1'
36'
60'

VIA AMORITA

HASTY AVE TO CASANES AVE
SCALE: N.T.S.

VIA AMORITA
℄
N'LY
R/W
S'LY
R/W
9'
12'12'
8'8'8'

TYPICAL SECTION
EX. PKWY.EX. PKWY.
9 1'2'
36'
60'

VIA AMORITA

CASANES AVE TO PANGBORN AVE
SCALE: N.T.S.

VIA AMORITA
℄

+32 00 +33 00 +34 00 +35 00 +36+4600STOPWMWMWMWMWMWMWMWMWMWMWMWM9344 9345
9338
9339
9332
9333
9326
93279321
93209314
9315
9308
93099303
9302 (54')(30')(12')(12')(1')(1')C INTERSECTION
41+83.40 WOODRUFF AVE
31+00.00 BIGBY ST=
L
SMH
9 16
2 STOP1 A B
SMH
16 4
9345
9344 9350
9351
+00 +37 00 +38 00 +39 00 +40 00 +4200WMWMWMWMWMWMWMWMWMWMWM9357 9356
9363
9362 9368
9369 9377
9376 9382
9383
9388
9389
(54')(30')(12')(12')(1')(1')SMH
16G
9 N'LY
R/W
S'LY
R/W
7'
12'12'
7'7'7'

TYPICAL SECTION
EX. PKWY.EX. PKWY.
9 1'1'
30'
54'

BIGBY STREET

WOODRUFF AVE TO HASTY AVE
SCALE: N.T.S.

BIGBY ST
℄
FROM WOODRUFF AVE TO HASTY AVEBIGBY STREETMATCH LINE STA 36+00 SEE ABOVE RIGHTCIP NO. 22-23 RESIDENTIAL STREET REHABILITATION PROJECT - AREA 6 18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

GENERAL NOTES

1. REMOVE EXISTING PCC IMPROVEMENTS

CONSTRUCT PCC IMPROVEMENTS

REMOVE EXISTING ASPHALT PAVEMENT, BASE

AND/OR SUBGRADE

ARAM WITH CAPE SEAL
LEGEND
EXISTING FACILITIES, IMPROVEMENTS, LANDSCAPING, ETC. THAT ARE NOT

DESIGNATED FOR REMOVAL SHALL BE PROTECTED IN PLACE OR
TEMPORARILY REMOVED AND REINSTALLED AFTER WORK IS COMPLETED.

SAWCUTTING AND SLOT PAVING REQUIRED FOR NEW CURB AND GUTTER SHALL BE 1' WIDE UNLESS NOTED OTHERWISE.2.

THE LOCATION AND LIMITS OF NEW OR REPLACEMENT CURB, GUTTER

AND/OR SIDEWALK SHOWN HEREON SHALL BE VERIFIED IN THE FIELD WITH THE CITY INSPECTOR PRIOR TO ANY REMOVALS.

3. EXISTING CONCRETE IMPROVEMENTS SHALL BE SAWCUT WHEN REMOVED AND RECONSTRUCTED.

4. ALL EXPOSED SURFACES TO RECEIVE ARHM CAP SHALL BE CRACK SEALED FOR ALL CRACKS GREATER THAN 18".

5. MILL & OVERLAY

WOODRUFF AVE
MATCH LINE STA 36+00 SEE BELOW LEFTBIGBY STREET
31+16 - BEG. CONST.

JOIN EX. AC PVMT

BIGBY STREET HASTY AVE

C INTERSECTION
41+82.92 HASTY AVE
40+69.70 BIGBY ST=
L
40+52 - END CONST.

JOIN EX. PCC X-GTR

CONSTRUCTION NOTES
A
B

STRIPING NOTES
G
INSTALL 12" WHITE THERMOPLASTIC CROSSWALK (10' MIN WIDTH), LIMIT LINE, OR YIELD LINE PER CALTRANS STD. PLAN NO. A24E.

INSTALL THERMOPLASTIC "STOP" PAVEMENT MARKING PER CALTRANS STD. PLAN A24D.

INSTALL RAISED BLUE PAVEMENT MARKER PER CA MUTCD FIGURE 3B-102(CA).
1 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT ACCESS RAMP WITH DETECTABLE WARNING DEVICE PER SPPWC STD. PLAN NO. 111-5 AND DETAIL A ON SHEET 3.
2 SAWCUT AND INSTALL CAST-IN-PLACE DETECTABLE WARNING DEVICE. 4 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT PCC SIDEWALK PER SPPWC STD. PLAN NO. 112-2.
9 CONSTRUCT ASPHALT RUBBER AGGREGATE MEMBRANE (ARAM) WITH TYPE 2 SLURRY CAPE SEAL. CONTRACTOR SHALL REPAIR POTHOLES AT THE DIRECTION OF THE ENGINEER BEFORE PLACING ARAM.
16 ADJUST MANHOLE TO GRADE.
(SEE SHEET 72)

93459339933393279321931593099303
9302 9308 9314 9320 9326 9332 9338 9344STOPWMWMWMWMWMWMWMWMWMWMWMWMWM+33 00 +34 00 +35 00 +36+4300(54')(30')(12')(12')(1')(1')STOP31+16 - BEG. CONST.

JOIN EX. AC PVMT

C INTERSECTION
38+79.39 WOODRUFF AVE
31+00.00 FARM ST=
L
SMH
9 2
162 SMH
16AB
9344
9345 9351
9356 9362
9357 9363 9369 9377 9383
9368 9376 9382 9388
9389
9350WMWMWMWM WMWMWMWMWMWMWMWMWMWM+00 +37 00 +38 00 +39 00 +40 00 +3900(54')(30')(12')(12')(1')(1')SMH 16 40+55 - END CONST.

JOIN EX. PCC X-GTR
G
9 N'LY
R/W
S'LY
R/W
7'
12'12'
7'7'7'

TYPICAL SECTION
EX. PKWY.EX. PKWY.
9 1'1'
30'
54'

FARM STREET

WOODRUFF AVE TO HASTY AVE
SCALE: N.T.S.

FARM ST
℄
FROM WOODRUFF AVE TO HASTY AVEFARM STREETMATCH LINE STA 36+00 SEE ABOVE RIGHTCIP NO. 22-23 RESIDENTIAL STREET REHABILITATION PROJECT - AREA 6 18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

GENERAL NOTES

1. REMOVE EXISTING PCC IMPROVEMENTS

CONSTRUCT PCC IMPROVEMENTS

REMOVE EXISTING ASPHALT PAVEMENT, BASE

AND/OR SUBGRADE

ARAM WITH CAPE SEAL
LEGEND
EXISTING FACILITIES, IMPROVEMENTS, LANDSCAPING, ETC. THAT ARE NOT

DESIGNATED FOR REMOVAL SHALL BE PROTECTED IN PLACE OR
TEMPORARILY REMOVED AND REINSTALLED AFTER WORK IS COMPLETED.

SAWCUTTING AND SLOT PAVING REQUIRED FOR NEW CURB AND GUTTER SHALL BE 1' WIDE UNLESS NOTED OTHERWISE.2.

THE LOCATION AND LIMITS OF NEW OR REPLACEMENT CURB, GUTTER

AND/OR SIDEWALK SHOWN HEREON SHALL BE VERIFIED IN THE FIELD WITH THE CITY INSPECTOR PRIOR TO ANY REMOVALS.

3. EXISTING CONCRETE IMPROVEMENTS SHALL BE SAWCUT WHEN REMOVED AND RECONSTRUCTED.

4. ALL EXPOSED SURFACES TO RECEIVE ARHM CAP SHALL BE CRACK SEALED FOR ALL CRACKS GREATER THAN 18".

5. MILL & OVERLAY

WOODRUFF AVE
MATCH LINE STA 36+00 SEE BELOW LEFTFARM STREET

HASTY AVEFARM STREET

C INTERSECTION
38+78.92 HASTY AVE
40+72.17 FARM ST=
L

CONSTRUCTION NOTES
A
B

STRIPING NOTES
G
INSTALL 12" WHITE THERMOPLASTIC CROSSWALK (10' MIN WIDTH), LIMIT LINE, OR YIELD LINE PER CALTRANS STD. PLAN NO. A24E.

INSTALL THERMOPLASTIC "STOP" PAVEMENT MARKING PER CALTRANS STD. PLAN A24D.

INSTALL RAISED BLUE PAVEMENT MARKER PER CA MUTCD FIGURE 3B-102(CA).
2 SAWCUT AND INSTALL CAST-IN-PLACE DETECTABLE WARNING DEVICE. 9 CONSTRUCT ASPHALT RUBBER AGGREGATE MEMBRANE (ARAM) WITH TYPE 2 SLURRY CAPE SEAL. CONTRACTOR SHALL REPAIR POTHOLES AT THE DIRECTION OF THE ENGINEER BEFORE PLACING ARAM.
16 ADJUST MANHOLE TO GRADE.
(SEE SHEET 72)

FROM FARM ST TO STA 48+50MATTOCK AVE
CIP NO. 22-23 RESIDENTIAL STREET REHABILITATION PROJECT - AREA 6 18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

GENERAL NOTES

1. REMOVE EXISTING PCC IMPROVEMENTS

CONSTRUCT PCC IMPROVEMENTS

REMOVE EXISTING ASPHALT PAVEMENT, BASE

AND/OR SUBGRADE

ARAM WITH CAPE SEAL
LEGEND
EXISTING FACILITIES, IMPROVEMENTS, LANDSCAPING, ETC. THAT ARE NOT

DESIGNATED FOR REMOVAL SHALL BE PROTECTED IN PLACE OR
TEMPORARILY REMOVED AND REINSTALLED AFTER WORK IS COMPLETED.

SAWCUTTING AND SLOT PAVING REQUIRED FOR NEW CURB AND GUTTER SHALL BE 1' WIDE UNLESS NOTED OTHERWISE.2.

THE LOCATION AND LIMITS OF NEW OR REPLACEMENT CURB, GUTTER

AND/OR SIDEWALK SHOWN HEREON SHALL BE VERIFIED IN THE FIELD WITH THE CITY INSPECTOR PRIOR TO ANY REMOVALS.

3. EXISTING CONCRETE IMPROVEMENTS SHALL BE SAWCUT WHEN REMOVED AND RECONSTRUCTED.

4. ALL EXPOSED SURFACES TO RECEIVE ARHM CAP SHALL BE CRACK SEALED FOR ALL CRACKS GREATER THAN 18".

5. MILL & OVERLAY

MATTOCK AVENUE
MATCH LINE STA 44+00 SEE BELOW LEFTFARM ST(SEE SHEET 36) 40+21 - BEG. CONST.

JOIN EX. PCC X-GTR

CONSTRUCTION NOTES

MATTOCK AVENUE
MATCH LINE STA 48+50 SEE SHEET 33MATCH LINE STA 44+00 SEE ABOVE RIGHT9 CONSTRUCT ASPHALT RUBBER AGGREGATE MEMBRANE (ARAM) WITH TYPE 2 SLURRY CAPE SEAL. CONTRACTOR SHALL REPAIR POTHOLES AT THE DIRECTION OF THE ENGINEER BEFORE PLACING ARAM.
16 ADJUST MANHOLE TO GRADE.

G INSTALL RAISED BLUE PAVEMENT MARKER PER CA MUTCD FIGURE 3B-102(CA).

STRIPING NOTES
WMWMWMWMWMWM+5000+41 00 +42 00 +43 00 +44
10437
10436 10430 10422 10416
1042310431 10417 10411 10403
1040210410

C INTERSECTION
49+90.05 FARM ST
40+00.03 MATTOCK AVE =
L
(36')(60')(12')(12')(1')(1')40+21 - BEG. CONST.

JOIN EX. PCC X-GTR
9 17'17'
9 TYPICAL SECTION

MATTOCK AVENUE

FARM ST TO FLORENCE FRONTAGE
SCALE: N.T.S.

E'LY
R/W
12'
EX. PKWY.EX. PKWY.
36'
60'
W'LY
R/W
12'
EX. PKWY.
1'1'

MATTOCK AVE
℄WMWMWMWMWMWM+00 +45 00 +46 00 +47 00 +48 00
10356 10348 10342
103431034910357 10337
10336 10328 10322
1032310331
(36')(60')(12')(12')(1')(1')16
SMH
G
10317
10316
9 FROM STA 48+50 TO FLORENCE FRONTAGEMATTOCK AVE
CIP NO. 22-23 RESIDENTIAL STREET REHABILITATION PROJECT - AREA 6 18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

GENERAL NOTES

1. REMOVE EXISTING PCC IMPROVEMENTS

CONSTRUCT PCC IMPROVEMENTS

REMOVE EXISTING ASPHALT PAVEMENT, BASE

AND/OR SUBGRADE

ARAM WITH CAPE SEAL
LEGEND
EXISTING FACILITIES, IMPROVEMENTS, LANDSCAPING, ETC. THAT ARE NOT

DESIGNATED FOR REMOVAL SHALL BE PROTECTED IN PLACE OR
TEMPORARILY REMOVED AND REINSTALLED AFTER WORK IS COMPLETED.

SAWCUTTING AND SLOT PAVING REQUIRED FOR NEW CURB AND GUTTER SHALL BE 1' WIDE UNLESS NOTED OTHERWISE.2.

THE LOCATION AND LIMITS OF NEW OR REPLACEMENT CURB, GUTTER

AND/OR SIDEWALK SHOWN HEREON SHALL BE VERIFIED IN THE FIELD WITH THE CITY INSPECTOR PRIOR TO ANY REMOVALS.

3. EXISTING CONCRETE IMPROVEMENTS SHALL BE SAWCUT WHEN REMOVED AND RECONSTRUCTED.

4. ALL EXPOSED SURFACES TO RECEIVE ARHM CAP SHALL BE CRACK SEALED FOR ALL CRACKS GREATER THAN 18".

5. MILL & OVERLAY

MATTOCK AVENUE
MATCH LINE STA 53+00 SEE BELOW LEFTMATCH LINE STA 48+50 SEE SHEET 32CONSTRUCTION NOTES

MATTOCK AVENUE
MATCH LINE STA 53+00 SEE ABOVE RIGHTFLORENCE FRONTAGE RD 9 CONSTRUCT ASPHALT RUBBER AGGREGATE MEMBRANE (ARAM) WITH TYPE 2 SLURRY CAPE SEAL. CONTRACTOR SHALL REPAIR POTHOLES AT THE DIRECTION OF THE ENGINEER BEFORE PLACING ARAM.
16 ADJUST MANHOLE TO GRADE.WMWMWMWMWM+49 00 +50 00 +51 00 +52 00 +53 10317
10316 10310 10302
1030310311 10257
10256 10248
1024310249 10237
1023610242(36')(60')(12')(12')(1')(1')16
SMH
16 SMH
9 17'17'
9 TYPICAL SECTION

MATTOCK AVENUE

FARM ST TO FLORENCE FRONTAGE
SCALE: N.T.S.

E'LY
R/W
12'
EX. PKWY.EX. PKWY.
36'
60'
W'LY
R/W
12'
EX. PKWY.
1'1'

MATTOCK AVE
℄WMWMWM+5300+00 +54 00 +55 00 +56 00 +57 00+530010203
1020210210
1021110217
102161023010222
10231 10223

C INTERSECTION
53+16.06 FLORENCE AVE
57+07.01 MATTOCK AVE=
L
(36')(60')(12')(12')(1')(1')16
SMH
56+29 - END CONST.

JOIN EX. AC PVMT

C INTERSECTION
53+16.06 FLORENCE FRONTAGE
56+41.12 MATTOCK AVE=
L
9 FROM VIA AMORITA TO STA 51+00LESTERFORD AVE
CIP NO. 22-23 RESIDENTIAL STREET REHABILITATION PROJECT - AREA 6 18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

GENERAL NOTES

1. REMOVE EXISTING PCC IMPROVEMENTS

CONSTRUCT PCC IMPROVEMENTS

REMOVE EXISTING ASPHALT PAVEMENT, BASE

AND/OR SUBGRADE

ARAM WITH CAPE SEAL
LEGEND
EXISTING FACILITIES, IMPROVEMENTS, LANDSCAPING, ETC. THAT ARE NOT

DESIGNATED FOR REMOVAL SHALL BE PROTECTED IN PLACE OR
TEMPORARILY REMOVED AND REINSTALLED AFTER WORK IS COMPLETED.

SAWCUTTING AND SLOT PAVING REQUIRED FOR NEW CURB AND GUTTER SHALL BE 1' WIDE UNLESS NOTED OTHERWISE.2.

THE LOCATION AND LIMITS OF NEW OR REPLACEMENT CURB, GUTTER

AND/OR SIDEWALK SHOWN HEREON SHALL BE VERIFIED IN THE FIELD WITH THE CITY INSPECTOR PRIOR TO ANY REMOVALS.

3. EXISTING CONCRETE IMPROVEMENTS SHALL BE SAWCUT WHEN REMOVED AND RECONSTRUCTED.

4. ALL EXPOSED SURFACES TO RECEIVE ARHM CAP SHALL BE CRACK SEALED FOR ALL CRACKS GREATER THAN 18".

5. MILL & OVERLAY

VIA AMORITA LESTERFORD AVENUE
MATCH LINE STA 48+00 SEE BELOW LEFTMATCH LINE STA 48+00 SEE ABOVE RIGHTLESTERFORD AVENUE MATCH LINE STA 51+00 SEE SHEET 3544+66 - BEG. CONST.

JOIN EX. PCC. X-GTR.

CONSTRUCTION NOTES
9 CONSTRUCT ASPHALT RUBBER AGGREGATE MEMBRANE (ARAM) WITH TYPE 2 SLURRY CAPE SEAL. CONTRACTOR SHALL REPAIR POTHOLES AT THE DIRECTION OF THE ENGINEER BEFORE PLACING ARAM.
16 ADJUST MANHOLE TO GRADE.WMWMWMWM+45 00 +46 00 +47 00 +48+5900+600010329103371034510357 10356 10344 10336 10328
9 (60')(36')(12')(2')(12')(2')C INTERSECTION
59+54.68 VIA AMORITA
44+45.04 LESTERFORD AVE=
L
SMH
16 44+66 - BEG. CONST.

JOIN EX. PCC. X-GTR.WMWMWMWMWMWMWM+00 +49 00 +50 00 +51 10261103031031310321
10320 10312 10302 10260
9 (60')(36')(12')(2')(12')(2')SMH
16 W'LY
R/W
E'LY
R/W
6'
12'36'12'
6'10'10'

TYPICAL SECTION
60'
EX. PKWY.EX. PKWY.
9 LESTERFORD AVE
VIA AMORITA TO STA 54+00
SCALE: N.T.S.

LESTERFORD AVE
℄
2'2'

FROM STA 51+00 TO FLORENCE AVELESTERFORD AVE
CIP NO. 22-23 RESIDENTIAL STREET REHABILITATION PROJECT - AREA 6 18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

GENERAL NOTES

1. REMOVE EXISTING PCC IMPROVEMENTS

CONSTRUCT PCC IMPROVEMENTS

REMOVE EXISTING ASPHALT PAVEMENT, BASE

AND/OR SUBGRADE

ARAM WITH CAPE SEAL
LEGEND
EXISTING FACILITIES, IMPROVEMENTS, LANDSCAPING, ETC. THAT ARE NOT

DESIGNATED FOR REMOVAL SHALL BE PROTECTED IN PLACE OR
TEMPORARILY REMOVED AND REINSTALLED AFTER WORK IS COMPLETED.

SAWCUTTING AND SLOT PAVING REQUIRED FOR NEW CURB AND GUTTER SHALL BE 1' WIDE UNLESS NOTED OTHERWISE.2.

THE LOCATION AND LIMITS OF NEW OR REPLACEMENT CURB, GUTTER

AND/OR SIDEWALK SHOWN HEREON SHALL BE VERIFIED IN THE FIELD WITH THE CITY INSPECTOR PRIOR TO ANY REMOVALS.

3. EXISTING CONCRETE IMPROVEMENTS SHALL BE SAWCUT WHEN REMOVED AND RECONSTRUCTED.

4. ALL EXPOSED SURFACES TO RECEIVE ARHM CAP SHALL BE CRACK SEALED FOR ALL CRACKS GREATER THAN 18".

5. MILL & OVERLAY

LESTERFORD AVENUE
MATCH LINE STA 54+50 SEE BELOW LEFTMATCH LINE STA 54+50 SEE ABOVE RIGHTLESTERFORD AVENUEMATCH LINE STA 51+00 SEE SHEET 34FLORENCE AVE

CONSTRUCTION NOTES
A
B

STRIPING NOTES
INSTALL 12" WHITE THERMOPLASTIC CROSSWALK (10' MIN WIDTH), LIMIT LINE, OR YIELD LINE PER CALTRANS STD. PLAN NO. A24E.

INSTALL THERMOPLASTIC "STOP" PAVEMENT MARKING PER CALTRANS STD. PLAN A24D.
9 CONSTRUCT ASPHALT RUBBER AGGREGATE MEMBRANE (ARAM) WITH TYPE 2 SLURRY CAPE SEAL. CONTRACTOR SHALL REPAIR POTHOLES AT THE DIRECTION OF THE ENGINEER BEFORE PLACING ARAM.
16 ADJUST MANHOLE TO GRADE.WMWMWMWMWMWMWMWMWMWM+00 +52 00 +53 00 +54 00
1022810228
10235
1024310251
10260 10252 10242
10232
10261
10225
9 (60')(36')(12')(2')(12')(2')SMH
16 WMWMWMWM+6000+6100+55 00
+56 00 +57 00
1022810228
10225
10218
10225

C INTERSECTION
60+31.78 FLORENCE AVE
57+56.59 LESTERFORD AVE=
L
9 (60')(36')(12')(1')(12')(1')SMH
16 STOPB A
JOIN EX. AC PVMT.
57+20 - END CONST.

W'LY
R/W
E'LY
R/W
6'
12'36'12'
6'10'10'

TYPICAL SECTION
60'
EX. PKWY.EX. PKWY.
9 LESTERFORD AVE
VIA AMORITA TO STA 54+00
SCALE: N.T.S.

LESTERFORD AVE
℄
2'2'
W'LY
R/W
E'LY
R/W
6'
12'36'12'
6'11'11'

TYPICAL SECTION
60'
EX. PKWY.EX. PKWY.
9 LESTERFORD AVE
STA 54+00 TO FLORENCE AVE
SCALE: N.T.S.

LESTERFORD AVE
℄
1'1'

FROM PANGBORN AVE TO LESTERFORD AVEFARM STREET
CIP NO. 22-23 RESIDENTIAL STREET REHABILITATION PROJECT - AREA 6 18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

GENERAL NOTES

1. REMOVE EXISTING PCC IMPROVEMENTS

CONSTRUCT PCC IMPROVEMENTS

REMOVE EXISTING ASPHALT PAVEMENT, BASE

AND/OR SUBGRADE

ARAM WITH CAPE SEAL
LEGEND
EXISTING FACILITIES, IMPROVEMENTS, LANDSCAPING, ETC. THAT ARE NOT

DESIGNATED FOR REMOVAL SHALL BE PROTECTED IN PLACE OR
TEMPORARILY REMOVED AND REINSTALLED AFTER WORK IS COMPLETED.

SAWCUTTING AND SLOT PAVING REQUIRED FOR NEW CURB AND GUTTER SHALL BE 1' WIDE UNLESS NOTED OTHERWISE.2.

THE LOCATION AND LIMITS OF NEW OR REPLACEMENT CURB, GUTTER

AND/OR SIDEWALK SHOWN HEREON SHALL BE VERIFIED IN THE FIELD WITH THE CITY INSPECTOR PRIOR TO ANY REMOVALS.

3. EXISTING CONCRETE IMPROVEMENTS SHALL BE SAWCUT WHEN REMOVED AND RECONSTRUCTED.

4. ALL EXPOSED SURFACES TO RECEIVE ARHM CAP SHALL BE CRACK SEALED FOR ALL CRACKS GREATER THAN 18".

5. MILL & OVERLAY

MATTOCK AVEFARM STREET
NEWVILLE AVE MATCH LINE STA 52+00 SEE BELOW LEFTMATCH LINE STA 52+00 SEE ABOVE RIGHTFARM STREET (SEE SHEET 32)

LESTERFORD AVE

PANGBORN AVE
47+15 - BEG. CONST.

JOIN EX. AC PVMT
56+44 - END CONST.

JOIN EX. PCC X-GTR

CONSTRUCTION NOTES
A
B

STRIPING NOTES
G
INSTALL 12" WHITE THERMOPLASTIC CROSSWALK (10' MIN WIDTH), LIMIT LINE, OR YIELD LINE PER CALTRANS STD. PLAN NO. A24E.

INSTALL THERMOPLASTIC "STOP" PAVEMENT MARKING PER CALTRANS STD. PLAN A24D.

INSTALL RAISED BLUE PAVEMENT MARKER PER CA MUTCD FIGURE 3B-102(CA).
16 ADJUST MANHOLE TO GRADE.
9 CONSTRUCT ASPHALT RUBBER AGGREGATE MEMBRANE (ARAM) WITH TYPE 2 SLURRY CAPE SEAL. CONTRACTOR SHALL REPAIR POTHOLES AT THE DIRECTION OF THE ENGINEER BEFORE PLACING ARAM.WMWM+400041+48 00 +49 00 +50 00 +51 00 +52 104361043710436
9502 9510 9516 9522 9530 9536 9542
10431

C INTERSECTION
40+00.00 MATTOCK AVE
49+90.00 FARM ST=

LC INTERSECTION
40+27.22 PANGBORN AVE
47+00.00 FARM ST=
L
STOP9
(36')(60')(12')(12')(2')(2')A B
G
SMH
16 SMH
16 G47+15 - BEG. CONST.

JOIN EX. AC PVMT
WMWM+00 +53 00 +54 00 +55 00 +56 00
+4000+410010430 1043110431
9548 9556 9602 9610 9616 9624 9630

C INTERSECTION
40+35.88 LESTERFORD AVE
56+66.36 FARM ST=
L
9 (36')(60')(12')(12')(2')(2')JOIN EX. 40+16
G
SMH
16 SMH
16 56+44 - END CONST.

JOIN EX. PCC X-GTR

C INTERSECTION
40+00.00 NEWVILLE AVE
52+80.00 FARM ST=
L
N'LY
R/W
S'LY
R/W
6'
12'36'12'
6'10'10'

TYPICAL SECTION
60'
EX. PKWY.EX. PKWY.
9 FARM STREET

PANGBORN AVE TO LESTERFORD AVE
SCALE: N.T.S.

FARM ST
℄
2'2'

FROM MULLER ST TO QUINN STMATTOCK AVEMATCH LINE STA 34+00 SEE BELOW LEFTCIP NO. 22-23 RESIDENTIAL STREET REHABILITATION PROJECT - AREA 6 18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

GENERAL NOTES

1. REMOVE EXISTING PCC IMPROVEMENTS

CONSTRUCT PCC IMPROVEMENTS

REMOVE EXISTING ASPHALT PAVEMENT, BASE

AND/OR SUBGRADE

ARAM WITH CAPE SEAL
LEGEND
EXISTING FACILITIES, IMPROVEMENTS, LANDSCAPING, ETC. THAT ARE NOT

DESIGNATED FOR REMOVAL SHALL BE PROTECTED IN PLACE OR
TEMPORARILY REMOVED AND REINSTALLED AFTER WORK IS COMPLETED.

SAWCUTTING AND SLOT PAVING REQUIRED FOR NEW CURB AND GUTTER SHALL BE 1' WIDE UNLESS NOTED OTHERWISE.2.

THE LOCATION AND LIMITS OF NEW OR REPLACEMENT CURB, GUTTER

AND/OR SIDEWALK SHOWN HEREON SHALL BE VERIFIED IN THE FIELD WITH THE CITY INSPECTOR PRIOR TO ANY REMOVALS.

3. EXISTING CONCRETE IMPROVEMENTS SHALL BE SAWCUT WHEN REMOVED AND RECONSTRUCTED.

4. ALL EXPOSED SURFACES TO RECEIVE ARHM CAP SHALL BE CRACK SEALED FOR ALL CRACKS GREATER THAN 18".

5. MILL & OVERLAY

MULLER ST MATTOCK AVENUE
MATCH LINE STA 34+00 SEE ABOVE RIGHTMATTOCK AVENUE QUINN ST(SEE SHEET 24) G

CONSTRUCTION NOTES

STRIPING NOTES

G INSTALL RAISED BLUE PAVEMENT MARKER PER CA MUTCD FIGURE 3B-102(CA).
9 CONSTRUCT ASPHALT RUBBER AGGREGATE MEMBRANE (ARAM) WITH TYPE 2 SLURRY CAPE SEAL. CONTRACTOR SHALL REPAIR POTHOLES AT THE DIRECTION OF THE ENGINEER BEFORE PLACING ARAM.
13 CONSTRUCT 1.5" ARHM CAP.
16 ADJUST MANHOLE TO GRADE.
19 MILL EXISTING PAVEMENT TO A DEPTH OF 1.5".WMWMWMWM+30 00 +31 00 +32 00 +33 00 +34+5000+5100+30 00 +31 00 +32 00 +33 00 +34+5000+51009537 10618 10612 10608 10602 10602 10537106031060910615106199525

C INTERSECTION
50+37.06 MULLER ST
30+00.00 MATTOCK AVE=
L (54')(30')(12')(12')(1')(1')SMH
16 9
WMWMWMWMWMWMWMWMWMWM+5000+5036+00 +35 00 +36 00 +37 00+37 04+5000+5036+00 +35 00 +36 00 +37 00+37 04 10528 10524 10518 10512
10508
10502
9531
952410515105211052710531
9525
16 C INTERSECTION
50+36.11 QUINN ST
37+04.00 MATTOCK AVE=
L
(54')(30')(12')(12')(1')(1')SMH
9 36+4549+93
13 19

MATTOCK AVE
℄W'LY
R/W
12'12'
7'7'EX. PKWY.EX. PKWY.
1'1'
30'
54'

TYPICAL SECTION

MATTOCK AVE
STA 36+45 TO QUINN ST
SCALE: N.T.S.

E'LY
R/W
7'7'
13 19

MATTOCK AVE
℄W'LY
R/W
E'LY
R/W
7'
12'12'
7'7'7'

TYPICAL SECTION
EX. PKWY.EX. PKWY.
9 1'1'
30'
54'

MATTOCK AVE
MULLER ST TO STA 36+45
SCALE: N.T.S.

FROM BUELL ST TO GOTHAM STCASANES AVE
CIP NO. 22-23 RESIDENTIAL STREET REHABILITATION PROJECT - AREA 6 18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

GENERAL NOTES

1. REMOVE EXISTING PCC IMPROVEMENTS

CONSTRUCT PCC IMPROVEMENTS

REMOVE EXISTING ASPHALT PAVEMENT, BASE

AND/OR SUBGRADE

ARAM WITH CAPE SEAL
LEGEND
EXISTING FACILITIES, IMPROVEMENTS, LANDSCAPING, ETC. THAT ARE NOT

DESIGNATED FOR REMOVAL SHALL BE PROTECTED IN PLACE OR
TEMPORARILY REMOVED AND REINSTALLED AFTER WORK IS COMPLETED.

SAWCUTTING AND SLOT PAVING REQUIRED FOR NEW CURB AND GUTTER SHALL BE 1' WIDE UNLESS NOTED OTHERWISE.2.

THE LOCATION AND LIMITS OF NEW OR REPLACEMENT CURB, GUTTER

AND/OR SIDEWALK SHOWN HEREON SHALL BE VERIFIED IN THE FIELD WITH THE CITY INSPECTOR PRIOR TO ANY REMOVALS.

3. EXISTING CONCRETE IMPROVEMENTS SHALL BE SAWCUT WHEN REMOVED AND RECONSTRUCTED.

4. ALL EXPOSED SURFACES TO RECEIVE ARHM CAP SHALL BE CRACK SEALED FOR ALL CRACKS GREATER THAN 18".

5. MILL & OVERLAY

CASANES AVENUE
MATCH LINE STA 28+00 SEE ABOVE RIGHTBUELL ST

CONSTRUCTION NOTES
A
B

STRIPING NOTES
G
INSTALL 12" WHITE THERMOPLASTIC CROSSWALK (10' MIN WIDTH), LIMIT LINE, OR YIELD LINE PER CALTRANS STD. PLAN NO. A24E.

INSTALL THERMOPLASTIC "STOP" PAVEMENT MARKING PER CALTRANS STD. PLAN A24D.

INSTALL RAISED BLUE PAVEMENT MARKER PER CA MUTCD FIGURE 3B-102(CA).CASANES AVENUEMATCH LINE STA 31+50 SEE ABOVE LEFT MATCH LINE STA 28+00 SEE BELOW LEFT

CASANES AVENUE
MATCH LINE STA 31+50 SEE BELOW RIGHTGOTHAM ST
34+35 - END CONST.

JOIN PROP. AC. PVMT.
1 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT ACCESS RAMP WITH DETECTABLE WARNING DEVICE PER SPPWC STD. PLAN NO. 111-5 AND DETAIL A ON SHEET 3.
4 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT PCC SIDEWALK PER SPPWC STD. PLAN NO. 112-2.
5 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT PCC CURB AND GUTTER PER ELEVATIONS ON THE PLAN, SPPWC STD. PLAN NO. 120-2 AND DETAIL C ON SHEET 3. GUTTER WIDTH TO MATCH EXISTING ADJACENT CURB AND GUTTER. 9 CONSTRUCT ASPHALT RUBBER AGGREGATE MEMBRANE (ARAM) WITH TYPE 2 SLURRY CAPE SEAL. CONTRACTOR SHALL REPAIR POTHOLES AT THE DIRECTION OF THE ENGINEER BEFORE PLACING ARAM.
16 ADJUST MANHOLE TO GRADE.
23 CONSTRUCT 6" DEPTH, 12" MINIMUM WIDTH AC SLOT PAVING. 25 PRUNE/GRIND ROOTS AND REPLACE EXISTING HARDSCAPE IMPROVEMENTS. 17 ADJUST VAULT TO GRADE.
18 ADJUST VALVE BOX AND COVER TO GRADE.
(SEE SHEET 71)STOPWMWM47+12 - BEG. CONST.

JOIN PROP. AC. PVMT.
+25 00 +26 00 +27 00
+28
+4400(54')(30')(12')(12')(1')(1')C INTERSECTION
44+00.11 BUELL ST
25+00.00 CASANES AVE=
L
G
10636
10637 10623
10622 10616
10617
BA
STA 26+81.00
BC
STA 27+41.22
EC
VAULT
17 STOP9
18 TYPICAL SECTION
E'LY
R/W
12'
EX. PKWY.EX. PKWY.
30'
54'
W'LY
R/W
12'
EX. PKWY.
1'1'
14'14'

CASANES AVE
℄
BUELL ST TO STA 27+41

CASANES AVENUE
SCALE: N.T.S.
9 WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM+28+2900+3000+3100(60')
(36')
(13')(11')
(2')(2')
G106101060410548 106051061110549105431054210536105301053710531SMH STA 30+19.86

BEG C/G
(117.33 TC)
(116.75 FL)
JOIN EX.

STA 30+85.54

END C/G
(117.48 TC)
(116.84 FL)
JOIN EX.
16 5
25 25
9 18
23 TYPICAL SECTION
E'LY
R/W
13'
EX. PKWY.EX. PKWY.
36'
60'
W'LY
R/W
11'
EX. PKWY.
2'2'
16'16'

CASANES AVE
℄
STA 27+41 TO GOTHAM ST

CASANES AVENUE
SCALE: N.T.S.
9STOP
WMWMWMWMWMWMWMWMWM+32 00 +33 00 +34 00 +4400+4500(60')(36')(13')(11')(2')(2')C INTERSECTION 44+32.62 GOTHAM ST
34+55.93 CASANES AVE=
L
10524 10518 10512 10506
10507105131051910525
B A
G
34+35 - END CONST.

JOIN PROP. AC. PVMT.
1 1STOP4
4 9

FROM WOODRUFF AVE TO STA 41+50CECILIA STREETMATCH LINE STA 38+00 SEE ABOVE RIGHT CIP NO. 22-23 RESIDENTIAL STREET REHABILITATION PROJECT - AREA 6 18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

GENERAL NOTES

1. REMOVE EXISTING PCC IMPROVEMENTS

CONSTRUCT PCC IMPROVEMENTS

REMOVE EXISTING ASPHALT PAVEMENT, BASE

AND/OR SUBGRADE

ARAM WITH CAPE SEAL
LEGEND
EXISTING FACILITIES, IMPROVEMENTS, LANDSCAPING, ETC. THAT ARE NOT

DESIGNATED FOR REMOVAL SHALL BE PROTECTED IN PLACE OR
TEMPORARILY REMOVED AND REINSTALLED AFTER WORK IS COMPLETED.

SAWCUTTING AND SLOT PAVING REQUIRED FOR NEW CURB AND GUTTER SHALL BE 1' WIDE UNLESS NOTED OTHERWISE.2.

THE LOCATION AND LIMITS OF NEW OR REPLACEMENT CURB, GUTTER

AND/OR SIDEWALK SHOWN HEREON SHALL BE VERIFIED IN THE FIELD WITH THE CITY INSPECTOR PRIOR TO ANY REMOVALS.

3. EXISTING CONCRETE IMPROVEMENTS SHALL BE SAWCUT WHEN REMOVED AND RECONSTRUCTED.

4. ALL EXPOSED SURFACES TO RECEIVE ARHM CAP SHALL BE CRACK SEALED FOR ALL CRACKS GREATER THAN 18".

5. MILL & OVERLAY

WOODRUFF AVE CECILIA STREET
MATCH LINE STA 38+00 SEE BELOW LEFTMATCH LINE STA 41+50 SEE SHEET 40CORD AVE

HASTY AVE
JOIN EX. 25+83
33+85 - BEG. CONST.

JOIN EX. PCC. X-GTR.

CECILIA STREET

CONSTRUCTION NOTES
H
A
B
D

STRIPING NOTES
G
INSTALL 12" WHITE THERMOPLASTIC CROSSWALK (10' MIN WIDTH), LIMIT LINE, OR YIELD LINE PER CALTRANS STD. PLAN NO. A24E.

INSTALL THERMOPLASTIC "STOP" PAVEMENT MARKING PER CALTRANS STD. PLAN A24D.

INSTALL THERMOPLASTIC DOUBLE YELLOW LINE PER DETAIL 22 PER CALTRANS STD. PLAN A20A.

INSTALL RAISED BLUE PAVEMENT MARKER PER CA MUTCD FIGURE 3B-102(CA).

INSTALL 12" YELLOW THERMOPLASTIC CROSSWALK (10' MIN WIDTH) PER CALTRANS STD. PLAN NO. A24F.
1 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT ACCESS RAMP WITH DETECTABLE WARNING DEVICE PER SPPWC STD. PLAN NO. 111-5 AND DETAIL A ON SHEET 3.
4 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT PCC SIDEWALK PER SPPWC STD. PLAN NO. 112-2.
16 ADJUST MANHOLE TO GRADE.
9 CONSTRUCT ASPHALT RUBBER AGGREGATE MEMBRANE (ARAM) WITH TYPE 2 SLURRY CAPE SEAL. CONTRACTOR SHALL REPAIR POTHOLES AT THE DIRECTION OF THE ENGINEER BEFORE PLACING ARAM.WMWMWMWMWMSTOP +00 +39 00 +40 00 +41 00
+2500+2549+00 +39 00 +40 00 +41 00
+2500+2549+00 +39 00 +40 00 +41 00
+2500+25499345 9349 9355 9403936993659359
10802 10803(60')(36')(12')(12')(1')(1')C INTERSECTION
26+00.00 HASTY AVE40+74.44 CECILIA ST=
L
G
SMH
16 9 WMSTOPSTOPSTOP+34 00 +35 00 +36 00 +37 00 +38
+2500+2600+34 00 +35 00 +36 00 +37 00 +38
+2500+2600+34 00 +35 00 +36 00 +37 00 +38
+2500+260010738
9303 9315 9319 9325 9329 9335 9339
10803 (60')(36')(12')(12')(1')(1')C INTERSECTION
25+69.51 WOODRUFF AVE
33+64.74 CECILIA ST=
L

C INTERSECTION
26+00.00 CORD AVE
37+20.43 CECILIA ST=
L
H
B
1 D
1 A
JOIN EX. 25+83
SMH
16 33+85 - BEG. CONST.

JOIN EX. PCC. X-GTR.
4 4
8'8'9'9'
N'LY
R/W
S'LY
R/W
12'12'

TYPICAL SECTION
EX. PKWY.EX. PKWY.
9 1'1'
36'
60'

CECILIA ST
WOODRUFF AVE TO STA 43+57
SCALE: N.T.S.

CECILIA ST
℄

CASANES AVENUE FROM STA 24+51 TO CECILIA STCECILIA STREET FROM STA 41+50 TO CASANES AVE CIP NO. 22-23 RESIDENTIAL STREET REHABILITATION PROJECT - AREA 6 18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

GENERAL NOTES

1. REMOVE EXISTING PCC IMPROVEMENTS

CONSTRUCT PCC IMPROVEMENTS

REMOVE EXISTING ASPHALT PAVEMENT, BASE

AND/OR SUBGRADE

ARAM WITH CAPE SEAL
LEGEND
EXISTING FACILITIES, IMPROVEMENTS, LANDSCAPING, ETC. THAT ARE NOT

DESIGNATED FOR REMOVAL SHALL BE PROTECTED IN PLACE OR
TEMPORARILY REMOVED AND REINSTALLED AFTER WORK IS COMPLETED.

SAWCUTTING AND SLOT PAVING REQUIRED FOR NEW CURB AND GUTTER SHALL BE 1' WIDE UNLESS NOTED OTHERWISE.2.

THE LOCATION AND LIMITS OF NEW OR REPLACEMENT CURB, GUTTER

AND/OR SIDEWALK SHOWN HEREON SHALL BE VERIFIED IN THE FIELD WITH THE CITY INSPECTOR PRIOR TO ANY REMOVALS.

3. EXISTING CONCRETE IMPROVEMENTS SHALL BE SAWCUT WHEN REMOVED AND RECONSTRUCTED.

4. ALL EXPOSED SURFACES TO RECEIVE ARHM CAP SHALL BE CRACK SEALED FOR ALL CRACKS GREATER THAN 18".

5. MILL & OVERLAY

CASANES AVE

CECILIA STREET
MATCH LINE STA 41+50 SEE SHEET 39CONSTRUCTION NOTES
D

STRIPING NOTES
INSTALL THERMOPLASTIC DOUBLE YELLOW LINE PER DETAIL 22 PER CALTRANS STD. PLAN A20A.

CORD AVENUEPELLET ST
14+06 - BEG. CONST.

JOIN PROP. PCC X-GTR

C INTERSECTION
43+55.69 PELLET ST
14+00.00 CORD AVE =
L

CORD AVE FROM PELLET ST TO END
6 REMOVE AND RECONSTRUCT PCC CROSS GUTTER AND SPANDREL PER SPPWC STD. PLAN NO. 122-3 AND DETAIL D ON SHEET 4.
7 REMOVE EXISTING PAVEMENT AND UNDERLYING MATERIAL TO A DEPTH OF 4" BELOW PROPOSED ROADWAY FINISH SURFACE. RECOMPACT BASE OR SUBGRADE.

CONSTRUCT ASPHALT RUBBER AGGREGATE MEMBRANE (ARAM) WITH TYPE 2 SLURRY CAPE SEAL. CONTRACTOR SHALL REPAIR POTHOLES AT THE DIRECTION OF THE ENGINEER BEFORE PLACING ARAM.
9 11 PROTECT IN PLACE.
12 CONSTRUCT 2.5” DEPTH AC BASE COURSE. LEAVE 1.5" BELOW PROPOSED ROADWAY FINISH SURFACE.
13 CONSTRUCT 1.5" ARHM CAP.
23 CONSTRUCT 6" DEPTH, 12" MINIMUM WIDTH AC SLOT PAVING. 16 ADJUST MANHOLE TO GRADE.
19 MILL EXISTING PAVEMENT TO A DEPTH OF 1.5".
(SEE SHEET 76)
SEE SHEET 73WM WMWMWMWMSTOP
+42 00 +43 00 +44 00
+2500+42 00 +43 00 +44 00
+2500+42 00 +43 00 +44 00
+250010802 10801
9433
9437
94299423941994139409
10805
6286-018-008
10806 HASTY AV
E
SFR (60')(36')(12')(12')(1')(1')C INTERSECTION
25+40.22 CASANES AVE44+01.45 CECILIA ST=
L

C INTERSECTION
44+00.00 CECILIA ST24+67.63 CASANES AVE=
L
JOIN PROP. 24+51
D
SMH
16 9
13 1943+5725+00
8'8'9'9'
N'LY
R/W
S'LY
R/W
12'12'

TYPICAL SECTION
EX. PKWY.EX. PKWY.
9 1'1'
36'
60'

CECILIA ST
WOODRUFF AVE TO STA 43+57
SCALE: N.T.S.

CECILIA ST
℄
8'8'9'9'
N'LY
R/W
S'LY
R/W
12'12'

TYPICAL SECTION
EX. PKWY.EX. PKWY.
9 1'1'
36'
60'

CASANES AVE
STA 24+51 TO STA 25+00
SCALE: N.T.S.

CASANES AVE
℄WMWMWMWMWMWMWMWMWMWMWMWMWM+15 00 +16 00 +17 00 +18 00+3800+15 00 +16 00 +17 00 +18 00+3800+15 00 +16 00 +17 00 +18 00+380010906 16 SMH
23'(111.46 TC)(110.78 FL)JOIN
(111.72 TC)(11.09 FL)JOIN
7 6
9 (30')(10')(10')(50')16
(11
1 .
5 5

T
C
)
(11
0 .
8 5

F
L
)
JO
I
N
(11
1 .
5 1

T
C
)
(11
0 .
9 4

F
L
)
JO
I
N
10944 10938 10932 10926 10922 10916 10910 10900
10943 10937 10933 10929 10921 10915 10911 10907 10905
110.93 FL
111.01 FL
110.86 FL
SMH
11 0
.
8 2

F
L
11 0
.
8 0

F
L
12 13
7 12 13 17+5513 19
W'LY
R/W
E'LY
R/W
7'
10'30'10'
7'7'7'

TYPICAL SECTION
50'
EX. PKWY.EX. PKWY.

CORD AVENUE
PELLET ST TO STA 17+55
SCALE: N.T.S.

CORD AVE
℄
1'1'
9 8'-VARIES 8'-VARIES9'-VARIES 9'-VARIES
N'LY
R/W
S'LY
R/W
12'12'

TYPICAL SECTION
EX. PKWY.EX. PKWY.
1'1'
36'
60'

CECILIA ST
STA 43+57 TO CASANES AVE
SCALE: N.T.S.

CECILIA ST
℄
1319
+2100+2100+2100W'LY
R/W
E'LY
R/W
7'-VARIES
10'30'10'
7'-VARIES7'-VARIES 7'-VARIES

TYPICAL SECTION
50'
EX. PKWY.EX. PKWY.

CORD AVENUE
STA 17+55 TO END
SCALE: N.T.S.

CORD AVE
℄
1'1'
13 19

FROM FIRESTONE BLVD TO STA 17+50PANGBORN AVENUE
CIP NO. 22-23 RESIDENTIAL STREET REHABILITATION PROJECT - AREA 6 18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

GENERAL NOTES

1. REMOVE EXISTING PCC IMPROVEMENTS

CONSTRUCT PCC IMPROVEMENTS

REMOVE EXISTING ASPHALT PAVEMENT, BASE

AND/OR SUBGRADE

ARAM WITH CAPE SEAL
LEGEND
EXISTING FACILITIES, IMPROVEMENTS, LANDSCAPING, ETC. THAT ARE NOT

DESIGNATED FOR REMOVAL SHALL BE PROTECTED IN PLACE OR
TEMPORARILY REMOVED AND REINSTALLED AFTER WORK IS COMPLETED.

SAWCUTTING AND SLOT PAVING REQUIRED FOR NEW CURB AND GUTTER SHALL BE 1' WIDE UNLESS NOTED OTHERWISE.2.

THE LOCATION AND LIMITS OF NEW OR REPLACEMENT CURB, GUTTER

AND/OR SIDEWALK SHOWN HEREON SHALL BE VERIFIED IN THE FIELD WITH THE CITY INSPECTOR PRIOR TO ANY REMOVALS.

3. EXISTING CONCRETE IMPROVEMENTS SHALL BE SAWCUT WHEN REMOVED AND RECONSTRUCTED.

4. ALL EXPOSED SURFACES TO RECEIVE ARHM CAP SHALL BE CRACK SEALED FOR ALL CRACKS GREATER THAN 18".

5. MILL & OVERLAY

PANGBORN AVENUE
MATCH LINE STA 13+50 SEE BELOW LEFTFIRESTONE BLVD

CONSTRUCTION NOTES
A
B
C
F

STRIPING NOTES
IV
INSTALL 12" WHITE THERMOPLASTIC CROSSWALK (10' MIN WIDTH), LIMIT LINE, OR YIELD LINE PER CALTRANS STD. PLAN NO. A24E.

INSTALL THERMOPLASTIC "STOP" PAVEMENT MARKING PER CALTRANS STD. PLAN A24D.

INSTALL THERMOPLASTIC PAVEMENT MARKING AS INDICATED PER CALTRANS STD. PLAN A24D & A24E.

INSTALL THERMOPLASTIC TYPE "LEFT/RIGHT ARROW" PAVEMENT MARKING PER CALTRANS STD. PLAN A24A.

PANGBORN AVENUE
MATCH LINE STA 13+50 SEE ABOVE RIGHTMATCH LINE STA 17+50 SEE SHEET 42PELLET ST ARDINE ST(SEE SHEET 43)
1 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT ACCESS RAMP WITH DETECTABLE WARNING DEVICE PER SPPWC STD. PLAN NO. 111-5 AND DETAIL A ON SHEET 3.
4 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT PCC SIDEWALK PER SPPWC STD. PLAN NO. 112-2.
9 CONSTRUCT ASPHALT RUBBER AGGREGATE MEMBRANE (ARAM) WITH TYPE 2 SLURRY CAPE SEAL. CONTRACTOR SHALL REPAIR POTHOLES AT THE DIRECTION OF THE ENGINEER BEFORE PLACING ARAM.
16 ADJUST MANHOLE TO GRADE.
(SEE SHEET 74)STOPONLYWMWMWMWMWMSTOPONLY9475
9511
11115 11109
+11 00 +12 00 +13 00
(36')(60')(12')(12')(1')(1')A B F C
10+32 - BEG. CONST.JOIN EX. AC PVMT
16 16

SMH SMH

C INTERSECTION
47+00.00 FIRESTONE BLVD
10+00.00 PANGBORN AVE=
L
(RT)
9 17'17'
9 TYPICAL SECTION

PANGBORN AVENUE

FIRESTONE BLVD TO CECILIA ST
SCALE: N.T.S.

E'LY
R/W
12'
EX. PKWY.EX. PKWY.
36'
50'
W'LY
R/W
12'
EX. PKWY.
1'1'

PANGBORN AVE
℄WMWMWMWMWMWMWMWMWMWM
11103
11100
11026
11021
11014
11015
11008
11009 11003
9503
10925 10919
+14 00
+15 00 +16 00 +17 00
(36')(60')(12')(12')(1')(1')JOIN PROP. 47+19
STA 14+24.09
STA 14+60.53 STA 16+54.59 STA 17+06.13BC

EC BC EC
SMH
16 SMH
16 1
1 1
1C INTERSECTION
47+00.00 PELLET ST
14+21.07 PANGBORN AVE=
L

C INTERSECTION
47+00.00 ARDINE ST
16+80.33 PANGBORN AVE=
L
4 4
4 4
9 FROM STA 17+50 TO CECILIA STPANGORN AVENUE
CIP NO. 22-23 RESIDENTIAL STREET REHABILITATION PROJECT - AREA 6 18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

GENERAL NOTES

1. REMOVE EXISTING PCC IMPROVEMENTS

CONSTRUCT PCC IMPROVEMENTS

REMOVE EXISTING ASPHALT PAVEMENT, BASE

AND/OR SUBGRADE

ARAM WITH CAPE SEAL
LEGEND
EXISTING FACILITIES, IMPROVEMENTS, LANDSCAPING, ETC. THAT ARE NOT

DESIGNATED FOR REMOVAL SHALL BE PROTECTED IN PLACE OR
TEMPORARILY REMOVED AND REINSTALLED AFTER WORK IS COMPLETED.

SAWCUTTING AND SLOT PAVING REQUIRED FOR NEW CURB AND GUTTER SHALL BE 1' WIDE UNLESS NOTED OTHERWISE.2.

THE LOCATION AND LIMITS OF NEW OR REPLACEMENT CURB, GUTTER

AND/OR SIDEWALK SHOWN HEREON SHALL BE VERIFIED IN THE FIELD WITH THE CITY INSPECTOR PRIOR TO ANY REMOVALS.

3. EXISTING CONCRETE IMPROVEMENTS SHALL BE SAWCUT WHEN REMOVED AND RECONSTRUCTED.

4. ALL EXPOSED SURFACES TO RECEIVE ARHM CAP SHALL BE CRACK SEALED FOR ALL CRACKS GREATER THAN 18".

5. MILL & OVERLAY

PANGBORN AVENUE
MATCH LINE STA 17+50 SEE SHEET 41MATCH LINE STA 21+50 SEE BELOW LEFTFOSTORIA ST

CONSTRUCTION NOTES

PANGBORN AVENUE
LA VILLA ST CECILIA ST(SEE SHEET 45)
JOIN EX. 47+17
MATCH LINE STA 21+50 SEE ABOVE RIGHTB INSTALL THERMOPLASTIC "STOP" PAVEMENT MARKING PER CALTRANS STD. PLAN A24D.

STRIPING NOTES
1 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT ACCESS RAMP WITH DETECTABLE WARNING DEVICE PER SPPWC STD. PLAN NO. 111-5 AND DETAIL A ON SHEET 3.
4 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT PCC SIDEWALK PER SPPWC STD. PLAN NO. 112-2.

CONSTRUCT ASPHALT RUBBER AGGREGATE MEMBRANE (ARAM) WITH TYPE 2 SLURRY CAPE SEAL. CONTRACTOR SHALL REPAIR POTHOLES AT THE DIRECTION OF THE ENGINEER BEFORE PLACING ARAM.
9 16 ADJUST MANHOLE TO GRADE.
(SEE SHEET 78)
(SEE SHEET 77)WMWMWMWMWMWMWMWMWMWMWMWM10912
10913
10908 9502
10909 10903
9503
10851 10845
10840 10834
1083510841
+18 00 +19 00 +20 00 +21 00
(36')(60')(12')(12')(1')(1')(36')(60')(12')(12')(1')(1')JOIN EX. 47+17 16 16
SMHSMH
1 1

C INTERSECTION
47+00.00 FOSTORIA ST
19+48.34 PANGBORN AVE=
L
44 9
17'17'
9 TYPICAL SECTION

PANGBORN AVENUE

FIRESTONE BLVD TO CECILIA ST
SCALE: N.T.S.

E'LY
R/W
12'
EX. PKWY.EX. PKWY.
36'
50'
W'LY
R/W
12'
EX. PKWY.
1'1'

PANGBORN AVE
℄STOPWMWMWMWMWMWMWMSTOPSTOPSTOPSTOP9502
10829 10823
108129503
10819 10815
10808 9502
10809
9456
+22 00 +23 00 +24 00 +4700(36')(60')(12')(12')(1')(1')B 24+47 - END. CONST.JOIN EX. AC PVMT
16 SMH
11 C INTERSECTION
47+00.00 LA VILLA ST
22+16.34 PANGBORN AVE=
L

C INTERSECTION
47+02.97 CECILIA ST
24+88.90 PANGBORN AVE=
L
4 4
9 +1700+48 00 +49 00 +50 00 +51

WMWMWMWMWMWMWMWMC INTERSECTION
16+80.33 PANGBORN AVE
47+00.00 ARDINE ST=
L
9503 9515 9519 9525 9531 9537
11008 9514 9520 9524 9530 9534(54')(30')(12')(12')(1')(1')16 SMH
16 SEE SHEET 61
SEE SHEET 41
47+19 - BEG. CONST.

JOIN PROP. AC PVMT
SMH
9 10918
+00 +52 00 +53 00 +54 00
+1700WMWMWMWMWMWMSTA 54+04.02
PT
9543 10919
9540 9546 9550 9602 9608(54')(30')(12')(12')(1')(1')SMH 16 D
1 1
SMH
16 C INTERSECTION
17+00.00 NEWVILLE AVE
52+61.00 ARDINE ST=
L4
4 9
13 1953+9754+247'7'7'7'
W'LY
R/W
E'LY
R/W
12'12'

TYPICAL SECTION
EX. PKWY.EX. PKWY.
9 1'1'
30'
54'

ARDINE ST
PANGBORN AVE TO STA 53+97
SCALE: N.T.S.

ARDINE ST
℄
7'7'7'7'
W'LY
R/W
E'LY
R/W
12'12'

TYPICAL SECTION
EX. PKWY.EX. PKWY.
1'1'
30'
54'

ARDINE ST
STA 53+97 TO STA 54+24
SCALE: N.T.S.

ARDINE ST
℄
13 19
FROM PANGBORN AVE TO ARDINE STARDINE STREETMATCH LINE STA 51+00 SEE ABOVE RIGHTCIP NO. 22-23 RESIDENTIAL STREET REHABILITATION PROJECT - AREA 6 18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

GENERAL NOTES

1. REMOVE EXISTING PCC IMPROVEMENTS

CONSTRUCT PCC IMPROVEMENTS

REMOVE EXISTING ASPHALT PAVEMENT, BASE

AND/OR SUBGRADE

ARAM WITH CAPE SEAL
LEGEND
EXISTING FACILITIES, IMPROVEMENTS, LANDSCAPING, ETC. THAT ARE NOT

DESIGNATED FOR REMOVAL SHALL BE PROTECTED IN PLACE OR
TEMPORARILY REMOVED AND REINSTALLED AFTER WORK IS COMPLETED.

SAWCUTTING AND SLOT PAVING REQUIRED FOR NEW CURB AND GUTTER SHALL BE 1' WIDE UNLESS NOTED OTHERWISE.2.

THE LOCATION AND LIMITS OF NEW OR REPLACEMENT CURB, GUTTER

AND/OR SIDEWALK SHOWN HEREON SHALL BE VERIFIED IN THE FIELD WITH THE CITY INSPECTOR PRIOR TO ANY REMOVALS.

3. EXISTING CONCRETE IMPROVEMENTS SHALL BE SAWCUT WHEN REMOVED AND RECONSTRUCTED.

4. ALL EXPOSED SURFACES TO RECEIVE ARHM CAP SHALL BE CRACK SEALED FOR ALL CRACKS GREATER THAN 18".

5. MILL & OVERLAY

PANGBORN AVE
MATCH LINE STA 51+00 SEE BELOW LEFTARDINE STREET

ARDINE STREET

NEWVILLE AVE
ARDINE STARDINE ST(SEE SHEET 44)(SEE SHEET 41)
47+19 - BEG. CONST.

JOIN PROP. AC PVMT

CONSTRUCTION NOTES
D

STRIPING NOTES
INSTALL THERMOPLASTIC DOUBLE YELLOW LINE PER DETAIL 22 PER CALTRANS STD. PLAN A20A.
1 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT ACCESS RAMP WITH DETECTABLE WARNING DEVICE PER SPPWC STD. PLAN NO. 111-5 AND DETAIL A ON SHEET 3.
4 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT PCC SIDEWALK PER SPPWC STD. PLAN NO. 112-2.
9 CONSTRUCT ASPHALT RUBBER AGGREGATE MEMBRANE (ARAM) WITH TYPE 2 SLURRY CAPE SEAL. CONTRACTOR SHALL REPAIR POTHOLES AT THE DIRECTION OF THE ENGINEER BEFORE PLACING ARAM.
13 CONSTRUCT 1.5 ARHM CAP.
16 ADJUST MANHOLE TO GRADE.
19 MILL EXISTING PAVEMENT TO A DEPTH OF 1.5".
(SEE SHEET 79)

+10 00 +11 00 +12 00 +13 00 +14 00 +15
+5500WMWMWMWMWMWMWMWMWMWM11016
110179601
9625
11121 11113 11111 11101 11027 11019
11118 11112 11024 110201110811102

C INTERSECTION
54+83.35 FIRESTONE BLVD
10+00.00 NEWVILLE AVE=
L
SMH
10+77 - BEG. CONST.

JOIN EX. PCC. X-GTR.(60')(40')(1')(1')(11')(9')16 D22ED 50'
9 +55 97
+5400+55 00
+
15 00
+
15 38
WMWMSTOPxxxx
110161101710918
11016
11017
9612
9608
STA 54+04.02
PT
SMH

C INTERSECTION
15+33.55 NEWVILLE AVE
55+97.13 ARDINE ST=
L
(24')(1')(2')DD
16 20'
6 9
9 13127
10'
13127
54+2453+
9 7
8'8'8'8'

TYPICAL SECTION
9 2'1'
24'

ARDINE STREET
STA 54+24 TO NEWVILLE AVE
SCALE: N.T.S.

ARDINE ST
℄
W'LY
R/W
E'LY
R/W
9'
12'12'
9'8'8'

TYPICAL SECTION

NEWVILLE AVENUE

FIRESTONE BLVD TO ARDINE ST
SCALE: N.T.S.

EX. PKWY.EX. PKWY.
1'1'
40'
60'

NEWVILLE AVE
℄
9 NEWVILLE AVENUE FROM FIRESTONE BLVD TO ARDINE STARDINE STREET FROM ARDINE ST TO NEWVILLE BLVD CIP NO. 22-23 RESIDENTIAL STREET REHABILITATION PROJECT - AREA 6 18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

GENERAL NOTES

1. REMOVE EXISTING PCC IMPROVEMENTS

CONSTRUCT PCC IMPROVEMENTS

REMOVE EXISTING ASPHALT PAVEMENT, BASE

AND/OR SUBGRADE

ARAM WITH CAPE SEAL
LEGEND
EXISTING FACILITIES, IMPROVEMENTS, LANDSCAPING, ETC. THAT ARE NOT

DESIGNATED FOR REMOVAL SHALL BE PROTECTED IN PLACE OR
TEMPORARILY REMOVED AND REINSTALLED AFTER WORK IS COMPLETED.

SAWCUTTING AND SLOT PAVING REQUIRED FOR NEW CURB AND GUTTER SHALL BE 1' WIDE UNLESS NOTED OTHERWISE.2.

THE LOCATION AND LIMITS OF NEW OR REPLACEMENT CURB, GUTTER

AND/OR SIDEWALK SHOWN HEREON SHALL BE VERIFIED IN THE FIELD WITH THE CITY INSPECTOR PRIOR TO ANY REMOVALS.

3. EXISTING CONCRETE IMPROVEMENTS SHALL BE SAWCUT WHEN REMOVED AND RECONSTRUCTED.

4. ALL EXPOSED SURFACES TO RECEIVE ARHM CAP SHALL BE CRACK SEALED FOR ALL CRACKS GREATER THAN 18".

5. MILL & OVERLAY

NEWVILLE AVENUE

ARDINE STREET

FIRESTONE BLVD
MATCH LINE STA 15+00 SEE ABOVE RIGHTMATCH LINE STA 15+00 SEE BELOW RIGHTAR D
I
N
E

S
T
(SE
E

S
H
E
E
T

4 3
)

CONSTRUCTION NOTES
D
E

STRIPING NOTES
INSTALL THERMOPLASTIC DOUBLE YELLOW LINE PER DETAIL 22 PER CALTRANS STD. PLAN A20A.

INSTALL 8" WHITE THERMOPLASTIC LINE PER DETAIL 38 PER CALTRANS STD. PLAN A20D.
6 REMOVE AND RECONSTRUCT PCC CROSS GUTTER AND SPANDREL PER SPPWC STD. PLAN NO. 122-3 AND DETAIL D ON SHEET 4.
7 REMOVE EXISTING PAVEMENT AND UNDERLYING MATERIAL TO A DEPTH OF 4" BELOW PROPOSED ROADWAY FINISH SURFACE. RECOMPACT BASE OR SUBGRADE.
9 CONSTRUCT ASPHALT RUBBER AGGREGATE MEMBRANE (ARAM) WITH TYPE 2 SLURRY CAPE SEAL. CONTRACTOR SHALL REPAIR POTHOLES AT THE DIRECTION OF THE ENGINEER BEFORE PLACING ARAM.
16 12
13 ADJUST MANHOLE TO GRADE.

CONSTRUCT 2.5” DEPTH AC BASE COURSE. LEAVE 1.5" BELOW
PROPOSED ROADWAY FINISH SURFACE.

CONSTRUCT 1.5" ARHM CAP
22 REMOVE AND REPLACE EXISTING CIRCULAR TRAFFIC LOOP
DETERCTOR PER SPPWC STD. 457-1.

FROM PANGBORN AVE TO STA 56+00CECILIA STREETMATCH LINE STA 51+50 SEE BELOW LEFTCIP NO. 22-23 RESIDENTIAL STREET REHABILITATION PROJECT - AREA 6 18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

GENERAL NOTES

1. REMOVE EXISTING PCC IMPROVEMENTS

CONSTRUCT PCC IMPROVEMENTS

REMOVE EXISTING ASPHALT PAVEMENT, BASE

AND/OR SUBGRADE

ARAM WITH CAPE SEAL
LEGEND
EXISTING FACILITIES, IMPROVEMENTS, LANDSCAPING, ETC. THAT ARE NOT

DESIGNATED FOR REMOVAL SHALL BE PROTECTED IN PLACE OR
TEMPORARILY REMOVED AND REINSTALLED AFTER WORK IS COMPLETED.

SAWCUTTING AND SLOT PAVING REQUIRED FOR NEW CURB AND GUTTER SHALL BE 1' WIDE UNLESS NOTED OTHERWISE.2.

THE LOCATION AND LIMITS OF NEW OR REPLACEMENT CURB, GUTTER

AND/OR SIDEWALK SHOWN HEREON SHALL BE VERIFIED IN THE FIELD WITH THE CITY INSPECTOR PRIOR TO ANY REMOVALS.

3. EXISTING CONCRETE IMPROVEMENTS SHALL BE SAWCUT WHEN REMOVED AND RECONSTRUCTED.

4. ALL EXPOSED SURFACES TO RECEIVE ARHM CAP SHALL BE CRACK SEALED FOR ALL CRACKS GREATER THAN 18".

5. MILL & OVERLAY

PANGBORN AVE CECILIA STREET
MATCH LINE STA 51+50 SEE ABOVE RIGHTMATCH LINE STA 56+00 SEE SHEET 46CECILIA STREET PANGBORN AVE(SEE SHEET 42)

CONSTRUCTION NOTES
B

STRIPING NOTES
INSTALL THERMOPLASTIC "STOP" PAVEMENT MARKING PER CALTRANS STD. PLAN A24D.
16 ADJUST MANHOLE TO GRADE.
9 CONSTRUCT ASPHALT RUBBER AGGREGATE MEMBRANE (ARAM) WITH TYPE 2 SLURRY CAPE SEAL. CONTRACTOR SHALL REPAIR POTHOLES AT THE DIRECTION OF THE ENGINEER BEFORE PLACING ARAM.+2500+47 00 +48 00 +49 00 +50 00 +51 00

STOP WMWMWMWMWMWMWMWMWMWMWMWMSTOPSTOPC INTERSECTION
24+88.90 PANGBORN AVE
47+02.97 CECILIA ST=
L
+2500+47 00 +48 00 +49 00 +50 00 +51 00
9502
9503 9513
9512 9518
9519 9525
9524 9530
9531 9535 9541
95409534(54')(30')(12')(12')(1')(1')SMH
16 SMH
16 STOP STOP9
B
47+48 - BEG. CONST.

JOIN EX. AC PVMT
+52 00 +53 00 +54 00 +55 00 +56WM
WMWMWMWMWMWMWMWMWM+52 00 +53 00 +54 00 +55 00 +56
9547
95469540
9553 9603
96029552
9609 9613 9619
961896149608 9624
9625
9630(54')(30')(12')(12')(1')(1')SMH
16 SMH
16 SMH
16 9
W'LY
R/W
E'LY
R/W
6'
12'30'12'
6'8'8'

TYPICAL SECTION
54'
EX. PKWY.EX. PKWY.
9 CECILIA STREET

VIA AMORITA TO FLORENCE AVE
SCALE: N.T.S.

CECILIA STREET
℄
1'1'

LESTERFORD AVENUE FROM CECILIA ST TO BUELL STCECILIA STREET FROM STA 56+00 TO PICO VISTA RD CIP NO. 22-23 RESIDENTIAL STREET REHABILITATION PROJECT - AREA 6 18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

GENERAL NOTES

1. REMOVE EXISTING PCC IMPROVEMENTS

CONSTRUCT PCC IMPROVEMENTS

REMOVE EXISTING ASPHALT PAVEMENT, BASE

AND/OR SUBGRADE

ARAM WITH CAPE SEAL
LEGEND
EXISTING FACILITIES, IMPROVEMENTS, LANDSCAPING, ETC. THAT ARE NOT

DESIGNATED FOR REMOVAL SHALL BE PROTECTED IN PLACE OR
TEMPORARILY REMOVED AND REINSTALLED AFTER WORK IS COMPLETED.

SAWCUTTING AND SLOT PAVING REQUIRED FOR NEW CURB AND GUTTER SHALL BE 1' WIDE UNLESS NOTED OTHERWISE.2.

THE LOCATION AND LIMITS OF NEW OR REPLACEMENT CURB, GUTTER

AND/OR SIDEWALK SHOWN HEREON SHALL BE VERIFIED IN THE FIELD WITH THE CITY INSPECTOR PRIOR TO ANY REMOVALS.

3. EXISTING CONCRETE IMPROVEMENTS SHALL BE SAWCUT WHEN REMOVED AND RECONSTRUCTED.

4. ALL EXPOSED SURFACES TO RECEIVE ARHM CAP SHALL BE CRACK SEALED FOR ALL CRACKS GREATER THAN 18".

5. MILL & OVERLAY

LESTERFORD AVE CECILIA STREET
CECILIA ST LESTERFORD AVENUEMATCH LINE STA 56+00 SEE SHEET 45BUELL ST

FOR CECILIA ST

SEE ABOVE

PICO VISTA RD
24+16 - END CONST.

JOIN EX. AC. PVMT.
21+18 - BEG. CONST.

JOIN EX. AC. PVMT.
(SEE SHEET 47)
60+09 - END CONST.

JOIN EX. AC PVMT

CONSTRUCTION NOTES
(SEE ABOVE)
(SEE BELOW)
1 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT ACCESS RAMP WITH DETECTABLE WARNING DEVICE PER SPPWC STD. PLAN NO. 111-5 AND DETAIL A ON SHEET 3.
4 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT PCC SIDEWALK PER SPPWC STD. PLAN NO. 112-2.
9 CONSTRUCT ASPHALT RUBBER AGGREGATE MEMBRANE (ARAM) WITH TYPE 2 SLURRY CAPE SEAL. CONTRACTOR SHALL REPAIR POTHOLES AT THE DIRECTION OF THE ENGINEER BEFORE PLACING ARAM.
16 ADJUST MANHOLE TO GRADE.
21 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT PCC RESIDENTIAL DRIVEWAY PER SPPWC STD. PLAN NO. 110-2 AND DETAIL E ON SHEET 4. 23 CONSTRUCT 6" DEPTH, 12" MINIMUM WIDTH AC SLOT PAVING.WM+00 +58 00 +59 00 +60 00 +2500WMWMWMWMWMWMFOR LESTERFORD

AVE SEE BELOW

C INTERSECTION
25+00.00 LESTERFORD AVE
57+00.97 CECILIA ST=

L C INTERSECTION
25+00.00 PICO VISTA RD
60+25.52 CECILIA ST=
L
+00 +58 00 +59 00 +60 00
+25009708970296409636 97209718
107479703963597039635
(54')(30')(12')(1')(54')(30')(12')(12')(1')(1')SMH
16 SMH
16 SMH
16 SMH16
9(12')(2')C DWY W=16'X=3'L21
STA 57+70(112.05 TC)(111.38 FL)JOINSTA 57+48(112.09 TC)(111.42 FL)JOINSTA 57+59.014 23 +26 00 +27 00 +28 00

WMWMWMWMWMWMC INTERSECTION
57+00.97 CECILIA ST
25+00.00 LESTERFORD AVE=
L
+26 00 +27 00 +28 00
10740
10741
10734
10735
10730
9634
107249703

C INTERSECTION
57+00.97 BUELL ST
27+74.00 LESTERFORD AVE=
L
9635
(60')(36')(2')(2')(12')(12')SMH
16 SMH
16 1
1 1 1
25+18 - BEG. CONST.

JOIN EX. AC. PVMT.
4 4
4 4
9 W'LY
R/W
E'LY
R/W
6'
12'30'12'
6'8'8'

TYPICAL SECTION
54'
EX. PKWY.EX. PKWY.
9 CECILIA STREET

VIA AMORITA TO FLORENCE AVE
SCALE: N.T.S.

CECILIA STREET
℄
1'1'
8'8'8'8'
W'LY
R/W
E'LY
R/W
12'12'

TYPICAL SECTION
EX. PKWY.EX. PKWY.
9 2'2'
36'
60'

LESTERFORD AVE

CECILIA ST TO BUELL ST
SCALE: N.T.S.

LESTERFORD AVE
℄

FROM RIO SAN GABRIEL PARK TO STA 32+00PICO VISTA RD
CIP NO. 22-23 RESIDENTIAL STREET REHABILITATION PROJECT - AREA 6 18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

GENERAL NOTES

1. REMOVE EXISTING PCC IMPROVEMENTS

CONSTRUCT PCC IMPROVEMENTS

REMOVE EXISTING ASPHALT PAVEMENT, BASE

AND/OR SUBGRADE

ARAM WITH CAPE SEAL
LEGEND
EXISTING FACILITIES, IMPROVEMENTS, LANDSCAPING, ETC. THAT ARE NOT

DESIGNATED FOR REMOVAL SHALL BE PROTECTED IN PLACE OR
TEMPORARILY REMOVED AND REINSTALLED AFTER WORK IS COMPLETED.

SAWCUTTING AND SLOT PAVING REQUIRED FOR NEW CURB AND GUTTER SHALL BE 1' WIDE UNLESS NOTED OTHERWISE.2.

THE LOCATION AND LIMITS OF NEW OR REPLACEMENT CURB, GUTTER

AND/OR SIDEWALK SHOWN HEREON SHALL BE VERIFIED IN THE FIELD WITH THE CITY INSPECTOR PRIOR TO ANY REMOVALS.

3. EXISTING CONCRETE IMPROVEMENTS SHALL BE SAWCUT WHEN REMOVED AND RECONSTRUCTED.

4. ALL EXPOSED SURFACES TO RECEIVE ARHM CAP SHALL BE CRACK SEALED FOR ALL CRACKS GREATER THAN 18".

5. MILL & OVERLAYMATCH LINE STA 28+00 SEE BELOW LEFTPICO VISTA ROADCECILIA ST(SEE SHEET 46) 23+68 - BEG. CONST.

JOIN

CONSTRUCTION NOTES
MATCH LINE STA 28+00 SEE ABOVE RIGHTMATCH LINE STA 32+00 SEE SHEET 48G

PICO VISTA ROAD
13 CONSTRUCT 1.5'' ARHM CAP.
16 ADJUST MANHOLE TO GRADE.

INSTALL RAISED BLUE PAVEMENT MARKER PER CA MUTCD FIGURE 3B-102(CA).G

STRIPING NOTES
19 MILL EXISTING PAVEMENT TO A DEPTH OF 1.5".+6000+23 68 +24 00 +25 00 +26 00 +27 00 +28 00 107331074710741
WMWMWMWMWMWM10806 10802 10750 10742 10740 10734 10728
9720 10727
(60')(36')(12')(12')(1')(1')(60')(36')(12')(12')(1')(1')C INTERSECTION 60+25.52 CECILIA ST
25+00.00 PICO VISTA RD=
LSMH
16 SMH
16 SMH
16 JOIN PROP. 60+10
STA 27+61.15BC
STA 27+74.04
EC
13 19

TYPICAL SECTION
12'
EX. PKWY.EX. PKWY.
36'
60'
12'
EX. PKWY.
1'1'
17'17'
13 RIO SAN GABRIEL PARK TO STA 38+50

PICO VISTA ROAD
SCALE: N.T.S.

PICO VISTA ROAD
℄W'LY
R/W
E'LY
R/W
19 +00 +29 00 +30 00 +31 00
+32 00
10715 10709 10705 10635 10629
10621
10723
WMWMWMWMWMWMWMWMWM10718 10716 10706 10700 10634 10628
10620(60')(36')(12')(12')(1')(1')STA 30+97.04
BC
STA 31+55.92
EC1319

FROM STA 32+00 TO GAYBROOK AVEPICO VISTA RD
CIP NO. 22-23 RESIDENTIAL STREET REHABILITATION PROJECT - AREA 6 18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

GENERAL NOTES

1. REMOVE EXISTING PCC IMPROVEMENTS

CONSTRUCT PCC IMPROVEMENTS

REMOVE EXISTING ASPHALT PAVEMENT, BASE

AND/OR SUBGRADE

ARAM WITH CAPE SEAL
LEGEND
EXISTING FACILITIES, IMPROVEMENTS, LANDSCAPING, ETC. THAT ARE NOT

DESIGNATED FOR REMOVAL SHALL BE PROTECTED IN PLACE OR
TEMPORARILY REMOVED AND REINSTALLED AFTER WORK IS COMPLETED.

SAWCUTTING AND SLOT PAVING REQUIRED FOR NEW CURB AND GUTTER SHALL BE 1' WIDE UNLESS NOTED OTHERWISE.2.

THE LOCATION AND LIMITS OF NEW OR REPLACEMENT CURB, GUTTER

AND/OR SIDEWALK SHOWN HEREON SHALL BE VERIFIED IN THE FIELD WITH THE CITY INSPECTOR PRIOR TO ANY REMOVALS.

3. EXISTING CONCRETE IMPROVEMENTS SHALL BE SAWCUT WHEN REMOVED AND RECONSTRUCTED.

4. ALL EXPOSED SURFACES TO RECEIVE ARHM CAP SHALL BE CRACK SEALED FOR ALL CRACKS GREATER THAN 18".

5. MILL & OVERLAYMATCH LINE STA 32+00 SEE SHEET 47MATCH LINE STA 36+00 SEE BELOW LEFTPICO VISTA ROAD

CONSTRUCTION NOTES
MATCH LINE STA 36+00 SEE ABOVE RIGHTPICO VISTA ROAD
GAYBROOK AVE(SEE SHEET 50)38+80 - END CONST.

JOIN PROP. AC. PVMT.

SEE SH 72
CONSTRUCT 1.5" ARHM CAP.13
MILL EXISTING PAVEMENT TO A DEPTH OF 1.5".19
MATCH LINE STA 39+00 SEE SHEET 49TYPICAL SECTION
12'
EX. PKWY.EX. PKWY.
36'
60'
12'
EX. PKWY.
1'1'
17'17'
13 RIO SAN GABRIEL PARK TO STA 38+50

PICO VISTA ROAD
SCALE: N.T.S.

PICO VISTA ROAD
℄W'LY
R/W
E'LY
R/W
19 +00 +33 00 +34 00 +35 00 +36
10617 10613 10605 10529 10523 10517
WMWMWMWMWMWMWM10614 10610 10604 10526 10522 10514(60')(36')(12')(12')(1')(1')13 19 34+00.00 GAYBROOK AVE
38+37.62 PICO VISTA RD=
+00 +37 00 +38 00 +3900+35 00
10511 10501 10473 10467
WMWMWMWMWMWMWMWMWMWMSTOP10506 10500 10472 10466(60')(36')(12')(12')(1')(1')10459

C INTERSECTIONL
STA 37+67.65
BC
STA 38+80.39
EC
STA 39+43.46BC
STOP13 19

FROM GAYBROOK AVE TO VIA AMORITAPICO VISTA RD
CIP NO. 22-23 RESIDENTIAL STREET REHABILITATION PROJECT - AREA 6 18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

GENERAL NOTES

1. REMOVE EXISTING PCC IMPROVEMENTS

CONSTRUCT PCC IMPROVEMENTS

REMOVE EXISTING ASPHALT PAVEMENT, BASE

AND/OR SUBGRADE

ARAM WITH CAPE SEAL
LEGEND
EXISTING FACILITIES, IMPROVEMENTS, LANDSCAPING, ETC. THAT ARE NOT

DESIGNATED FOR REMOVAL SHALL BE PROTECTED IN PLACE OR
TEMPORARILY REMOVED AND REINSTALLED AFTER WORK IS COMPLETED.

SAWCUTTING AND SLOT PAVING REQUIRED FOR NEW CURB AND GUTTER SHALL BE 1' WIDE UNLESS NOTED OTHERWISE.2.

THE LOCATION AND LIMITS OF NEW OR REPLACEMENT CURB, GUTTER

AND/OR SIDEWALK SHOWN HEREON SHALL BE VERIFIED IN THE FIELD WITH THE CITY INSPECTOR PRIOR TO ANY REMOVALS.

3. EXISTING CONCRETE IMPROVEMENTS SHALL BE SAWCUT WHEN REMOVED AND RECONSTRUCTED.

4. ALL EXPOSED SURFACES TO RECEIVE ARHM CAP SHALL BE CRACK SEALED FOR ALL CRACKS GREATER THAN 18".

5. MILL & OVERLAY
MATCH LINE STA 41+00 SEE ABOVE RIGHTMATCH LINE STA 41+00 SEE BELOW LEFTPICO VISTA ROAD VIA AMORITA

PICO VISTA ROAD

GAYBROOK AVE
(SEE SHEET 50)
38+80 - BEG CONST.

JOIN PROP. AC. PVMT.

SEE SH 71
23+16 - END CONST.

JOIN PROP. AC PVMT

CONSTRUCTION NOTES
13 CONSTRUCT 1.5" ARHM CAP.
19 MILL EXISTING PAVEMENT TO A DEPTH OF 1.5".MATCH LINE STA 39+00 SEE SHEET 488' 9'11'
8'9'9'

TYPICAL SECTION
EX. PKWY.EX. PKWY.
13 1'1'
36'
60'

PICO VISTA ROAD
STA 38+80 TO VIA AMORITA
SCALE: N.T.S.

PICO VISTA RD
℄W'LY
R/W
E'LY
R/W
19 +39 00
+40 00
+41 00
+35
00 1046
7 WMWMWMWMWMSTOP
10459
10450
10449
10441
10433
10434(50')(30')(10')(10')(1')(1')STA 38+80.39EC
STA 39+43.46BC STA 40+98.83
EC
STOP
13 19
+41 00
+42 00 +43 00 +44 00 +6300+6400WMWMWMWMWMWMWMWMWM(50')(30')(11')(9')(1')(1')10428 10420 10414 10427 10419 10415 10409 10401
1040010406

C INTERSECTION
63+27.11 VIA AMORITA
44+55.49 PICO VISTA RD=
L
STA 41+77.56
BC
STA 42+39.53
EC
1913

FROM PICO VISTA RD TO STA 42+50GAYBROOK AVE
CIP NO. 22-23 RESIDENTIAL STREET REHABILITATION PROJECT - AREA 6 18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

GENERAL NOTES

1. REMOVE EXISTING PCC IMPROVEMENTS

CONSTRUCT PCC IMPROVEMENTS

REMOVE EXISTING ASPHALT PAVEMENT, BASE

AND/OR SUBGRADE

ARAM WITH CAPE SEAL
LEGEND
EXISTING FACILITIES, IMPROVEMENTS, LANDSCAPING, ETC. THAT ARE NOT

DESIGNATED FOR REMOVAL SHALL BE PROTECTED IN PLACE OR
TEMPORARILY REMOVED AND REINSTALLED AFTER WORK IS COMPLETED.

SAWCUTTING AND SLOT PAVING REQUIRED FOR NEW CURB AND GUTTER SHALL BE 1' WIDE UNLESS NOTED OTHERWISE.2.

THE LOCATION AND LIMITS OF NEW OR REPLACEMENT CURB, GUTTER

AND/OR SIDEWALK SHOWN HEREON SHALL BE VERIFIED IN THE FIELD WITH THE CITY INSPECTOR PRIOR TO ANY REMOVALS.

3. EXISTING CONCRETE IMPROVEMENTS SHALL BE SAWCUT WHEN REMOVED AND RECONSTRUCTED.

4. ALL EXPOSED SURFACES TO RECEIVE ARHM CAP SHALL BE CRACK SEALED FOR ALL CRACKS GREATER THAN 18".

5. MILL & OVERLAY

GAYBROOK AVENUE
MATCH LINE STA 38+00 SEE BELOW LEFTPICO VISTA RD(SEE SHEET 48)

GAYBROOK AVENUE
MATCH LINE STA 42+50 SEE SHEET 51MATCH LINE STA 38+00 SEE ABOVE RIGHTVIA AMORITA

CONSTRUCTION NOTES
A
B

STRIPING NOTES
INSTALL 12" WHITE THERMOPLASTIC CROSSWALK (10' MIN WIDTH), LIMIT LINE, OR YIELD LINE PER CALTRANS STD. PLAN NO. A24E.

INSTALL THERMOPLASTIC "STOP" PAVEMENT MARKING PER CALTRANS STD. PLAN A24D.
13 CONSTRUCT 1.5'' ARHM CAP.
16 ADJUST MANHOLE TO GRADE.
19 MILL EXISTING PAVEMENT TO A DEPTH OF 1.5''.WMSTOPWMWMWMWM+38 00 +39 00
+40 00 +41 00 +42 00
GAYBROOK AV104061040010360
10358 10348 10342
10348
10414 10406 10400
(32')(42')(10')(2')(2')(2')16
SMH(32')(42')(12')(2')(2')13 19WMWM WMWMWMWMSTOP+3900+35 00 +36 00 +37 00 +38 10466 10450 10448 10436 10422 10416
10450 10434 10428 10420
(32')(42')(10')(2')(2')STOPB
A

C INTERSECTION
38+37.62 PICO VISTA RD
34+00.00 GAYBROOK AVE=
L
34+77 - BEG. CONST.

JOIN EX. PCC X-GTR
STA 34+07.01
BC
STA 34+64.60
EC 13 19
W'LY
R/W
E'LY
R/W
6'
10'
6'8'8'

TYPICAL SECTION

GAYBROOK AVENUE
PICO VISTA RD TO STA 48+40
SCALE: N.T.S.

EX. PKWY.
2'2'
32'
42'

GAYBROOK AVE
℄
13 19

FROM STA 42+50 TO CUL-DE-SACGAYBROOK AVE
CIP NO. 22-23 RESIDENTIAL STREET REHABILITATION PROJECT - AREA 6 18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

GENERAL NOTES

1. REMOVE EXISTING PCC IMPROVEMENTS

CONSTRUCT PCC IMPROVEMENTS

REMOVE EXISTING ASPHALT PAVEMENT, BASE

AND/OR SUBGRADE

ARAM WITH CAPE SEAL
LEGEND
EXISTING FACILITIES, IMPROVEMENTS, LANDSCAPING, ETC. THAT ARE NOT

DESIGNATED FOR REMOVAL SHALL BE PROTECTED IN PLACE OR
TEMPORARILY REMOVED AND REINSTALLED AFTER WORK IS COMPLETED.

SAWCUTTING AND SLOT PAVING REQUIRED FOR NEW CURB AND GUTTER SHALL BE 1' WIDE UNLESS NOTED OTHERWISE.2.

THE LOCATION AND LIMITS OF NEW OR REPLACEMENT CURB, GUTTER

AND/OR SIDEWALK SHOWN HEREON SHALL BE VERIFIED IN THE FIELD WITH THE CITY INSPECTOR PRIOR TO ANY REMOVALS.

3. EXISTING CONCRETE IMPROVEMENTS SHALL BE SAWCUT WHEN REMOVED AND RECONSTRUCTED.

4. ALL EXPOSED SURFACES TO RECEIVE ARHM CAP SHALL BE CRACK SEALED FOR ALL CRACKS GREATER THAN 18".

5. MILL & OVERLAY

GAYBROOK AVENUE
MATCH LINE STA 47+00 SEE BELOW LEFTMATCH LINE STA 42+50 SEE SHEET 50GAYBROOK AVENUE MATCH LINE STA 47+00 SEE ABOVE RIGHTCONSTRUCTION NOTES

STRIPING NOTES

G INSTALL RAISED BLUE PAVEMENT MARKER PER CA MUTCD FIGURE 3B-102(CA).
13 CONSTRUCT 1.5'' ARHM CAP.
16 ADJUST MANHOLE TO GRADE.
19 MILL EXISTING PAVEMENT TO A DEPTH OF 1.5''.WMWMWMWMWM+43 00 +44 00 +45 00 +46 00 +47

GAYBROOK AV
10336 10328 10316
103201032810336 10310 10302
1030210310 1025810322
(32')(42')(10')(2')(2')(2')16
SMH
G
STA 42+59.86
BC STA 46+41.16
BCSTA 46+17.77
EC
13 19
WMWMWMWM+47 00
+48 00 +49 00 +50 00 +51 00
10250 10244 10239 10233
10203
10202
10210
10216102221023010242102361024810258(36')(56')(10')(10')(2')(2')STA 48+12.22 EC
G 16
SMH
13 19
W'LY
R/W
E'LY
R/W
6'
10'
6'8'8'

TYPICAL SECTION

GAYBROOK AVENUE
PICO VISTA RD TO STA 48+40
SCALE: N.T.S.

EX. PKWY.
2'2'
32'
42'

GAYBROOK AVE
℄
13 19
W'LY
R/W
E'LY
R/W
8'-VARIES
10'10'
8'-VARIES8'-VARIES 8'-VARIES

TYPICAL SECTION
EX. PKWY.EX. PKWY.
2'2'
36'
56'

GAYBROOK AVE
℄
13 GAYBROOK AVENUE
STA 48+65 ST TO END
SCALE: N.T.S.
19 FROM CECILIA ST TO STA 30+50LITTLE LAKE ROAD
CIP NO. 22-23 RESIDENTIAL STREET REHABILITATION PROJECT - AREA 6 18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

GENERAL NOTES

1. REMOVE EXISTING PCC IMPROVEMENTS

CONSTRUCT PCC IMPROVEMENTS

REMOVE EXISTING ASPHALT PAVEMENT, BASE

AND/OR SUBGRADE

ARAM WITH CAPE SEAL
LEGEND
EXISTING FACILITIES, IMPROVEMENTS, LANDSCAPING, ETC. THAT ARE NOT

DESIGNATED FOR REMOVAL SHALL BE PROTECTED IN PLACE OR
TEMPORARILY REMOVED AND REINSTALLED AFTER WORK IS COMPLETED.

SAWCUTTING AND SLOT PAVING REQUIRED FOR NEW CURB AND GUTTER SHALL BE 1' WIDE UNLESS NOTED OTHERWISE.2.

THE LOCATION AND LIMITS OF NEW OR REPLACEMENT CURB, GUTTER

AND/OR SIDEWALK SHOWN HEREON SHALL BE VERIFIED IN THE FIELD WITH THE CITY INSPECTOR PRIOR TO ANY REMOVALS.

3. EXISTING CONCRETE IMPROVEMENTS SHALL BE SAWCUT WHEN REMOVED AND RECONSTRUCTED.

4. ALL EXPOSED SURFACES TO RECEIVE ARHM CAP SHALL BE CRACK SEALED FOR ALL CRACKS GREATER THAN 18".

5. MILL & OVERLAYMATCH LINE STA 27+00 SEE BELOW LEFTLITTLE LAKE ROAD CECILIA ST(SEE SHEET 57)
23+16 - BEG. CONST.

JOIN PROP. AC PVMT
MATCH LINE STA 27+00 SEE ABOVE RIGHTMATCH LINE STA 30+50 SEE SHEET 53LITTLE LAKE ROAD

DUMONT AVE

CONSTRUCTION NOTES
5 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT PCC CURB AND GUTTER PER ELEVATIONS ON THE PLAN, SPPWC STD. PLAN NO. 120-2 AND DETAIL C ON SHEET 3. GUTTER WIDTH TO MATCH EXISTING ADJACENT CURB AND GUTTER. 9 CONSTRUCT ASPHALT RUBBER AGGREGATE MEMBRANE (ARAM) WITH TYPE 2 SLURRY CAPE SEAL. CONTRACTOR SHALL REPAIR POTHOLES AT THE DIRECTION OF THE ENGINEER BEFORE PLACING ARAM.
16 ADJUST MANHOLE TO GRADE.
23 CONSTRUCT 6" DEPTH, 12" MINIMUM WIDTH AC SLOT PAVING. 25 PRUNE/GRIND ROOTS AND REPLACE EXISTING HARDSCAPE IMPROVEMENTS. 18 ADJUST VALVE BOX AND COVER TO GRADE.

WM
WM
WM
WM(60')(36')(12')(12')(1')(1')(60')(36')(12')(12')(1')(1')+ 6 7
0 0
+24 00
+25 00
+26 00
+
27 00
10711
10718
10736
10729 10733
10739
10742
10752
10749
10743
10753C INTERSECTION
67+13.69 CECILIA ST23+00.00 LITTLE LAKE RD=
L
SMH
SMH
24+87 - END CONST.

JOIN EX. PCC. X-GTR.24+92 - BEG. CONST.

JOIN EX. PCC. X-GTR.STA 25+60.49BEG C/G(117.59 TC)(116.96 FL)JOIN EX.STA 26+20.32END C/G(118.07 TC)(117.36 FL)JOIN EX.16 16 5
18 25
9 9
23 WV
W'LY
R/W
E'LY
R/W
8'
12'12'
8'9'9'

TYPICAL SECTION
EX. PKWY.EX. PKWY.
1'1'
36'
60'

LITTLE LAKE ROAD

CECILIA ST TO HALCOURT AVE
SCALE: N.T.S.

LITTLE LAKE RD
℄
9 WMWMWMWM(60')(36')(12')(12')(1')(1')+27 00
+28 00 +29 00 +30 00
+270010753
10759
10764
11003
10758
10765 10773 10777 10803
1080810802 10814
1081510809

SMH SMH

C INTERSECTION
27+21.29 DUMONT AVE
28+75.08 LITTLE LAKE RD=
L
3 EA
JOIN EX. 27+04
STA 27+89.13BEG C/G(119.00 TC)(118.36 FL)JOIN EX.STA 28+01.68END C/G(119.09 TC)(118.45 FL)JOIN EX.16 16 18 5
23 18
9 9
WV
WV

FROM STA 30+50 TO STA 38+50LITTLE LAKE ROAD
CIP NO. 22-23 RESIDENTIAL STREET REHABILITATION PROJECT - AREA 6 18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

GENERAL NOTES

1. REMOVE EXISTING PCC IMPROVEMENTS

CONSTRUCT PCC IMPROVEMENTS

REMOVE EXISTING ASPHALT PAVEMENT, BASE

AND/OR SUBGRADE

ARAM WITH CAPE SEAL
LEGEND
EXISTING FACILITIES, IMPROVEMENTS, LANDSCAPING, ETC. THAT ARE NOT

DESIGNATED FOR REMOVAL SHALL BE PROTECTED IN PLACE OR
TEMPORARILY REMOVED AND REINSTALLED AFTER WORK IS COMPLETED.

SAWCUTTING AND SLOT PAVING REQUIRED FOR NEW CURB AND GUTTER SHALL BE 1' WIDE UNLESS NOTED OTHERWISE.2.

THE LOCATION AND LIMITS OF NEW OR REPLACEMENT CURB, GUTTER

AND/OR SIDEWALK SHOWN HEREON SHALL BE VERIFIED IN THE FIELD WITH THE CITY INSPECTOR PRIOR TO ANY REMOVALS.

3. EXISTING CONCRETE IMPROVEMENTS SHALL BE SAWCUT WHEN REMOVED AND RECONSTRUCTED.

4. ALL EXPOSED SURFACES TO RECEIVE ARHM CAP SHALL BE CRACK SEALED FOR ALL CRACKS GREATER THAN 18".

5. MILL & OVERLAYMATCH LINE STA 34+50 SEE BELOW LEFTLITTLE LAKE ROAD LEIBACHER AVEMATCH LINE STA 30+50 SEE SHEET 52CONSTRUCTION NOTES MATCH LINE STA 34+50 SEE SHEET ABOVE RIGHTMATCH LINE STA 38+50 SEE SHEET 54LITTLE LAKE ROAD HALCOURT AVE(SEE SHEET 56)
9 CONSTRUCT ASPHALT RUBBER AGGREGATE MEMBRANE (ARAM) WITH TYPE 2 SLURRY CAPE SEAL. CONTRACTOR SHALL REPAIR POTHOLES AT THE DIRECTION OF THE ENGINEER BEFORE PLACING ARAM.
16 ADJUST MANHOLE TO GRADE.

W'LY
R/W
E'LY
R/W
8'
12'12'
8'9'9'

TYPICAL SECTION
EX. PKWY.EX. PKWY.
1'1'
36'
60'

LITTLE LAKE ROAD

CECILIA ST TO HALCOURT AVE
SCALE: N.T.S.

LITTLE LAKE RD
℄
9WMWMWMWMWMWMWMWM(60')(36')(12')(12')(1')(1')+31 00 +32 00 +33 00
+34 00
10818
10819 10825
10824 11002
10831 10835 10841
10847
10853
10840
10844
10859
10850

C INTERSECTION
28+90.76 LEIBACHER AVE
32+02.08 LITTLE LAKE RD=
L

C INTERSECTION
31+00.00 HALCOURT AVE
35+20.19 LITTLE LAKE RD=
L
SMH
10814
10815
JOIN EX. 28+74
16 9
9 WMWMWMWM+35 00 +36 00 +37 00 +38 00
(60')(36')(12')(12')(1')(1')10859 10863
10856 11019 11019
1090710903 10913 10917 10923
1101911019 11019
10929
SMH
35+32 - END CONST.

JOIN EX. PCC. X-GTR.C INTERSECTION
31+00.00 HALCOURT AVE
35+20.19 LITTLE LAKE RD=
L
35+38 - BEG. CONST.

JOIN EX. PCC. X-GTR.

JOIN PROP 37+28
16 9 9 TYPICAL SECTION
2'2'
14'14'
HALCOURT AVE TO STA 48+00

LITTLE LAKE ROAD
SCALE: N.T.S.
32'

LITTLE LAKE RD
℄
9 FROM STA 38+50 TO STA 46+50LITTLE LAKE ROAD
CIP NO. 22-23 RESIDENTIAL STREET REHABILITATION PROJECT - AREA 6 18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

GENERAL NOTES

1. REMOVE EXISTING PCC IMPROVEMENTS

CONSTRUCT PCC IMPROVEMENTS

REMOVE EXISTING ASPHALT PAVEMENT, BASE

AND/OR SUBGRADE

ARAM WITH CAPE SEAL
LEGEND
EXISTING FACILITIES, IMPROVEMENTS, LANDSCAPING, ETC. THAT ARE NOT

DESIGNATED FOR REMOVAL SHALL BE PROTECTED IN PLACE OR
TEMPORARILY REMOVED AND REINSTALLED AFTER WORK IS COMPLETED.

SAWCUTTING AND SLOT PAVING REQUIRED FOR NEW CURB AND GUTTER SHALL BE 1' WIDE UNLESS NOTED OTHERWISE.2.

THE LOCATION AND LIMITS OF NEW OR REPLACEMENT CURB, GUTTER

AND/OR SIDEWALK SHOWN HEREON SHALL BE VERIFIED IN THE FIELD WITH THE CITY INSPECTOR PRIOR TO ANY REMOVALS.

3. EXISTING CONCRETE IMPROVEMENTS SHALL BE SAWCUT WHEN REMOVED AND RECONSTRUCTED.

4. ALL EXPOSED SURFACES TO RECEIVE ARHM CAP SHALL BE CRACK SEALED FOR ALL CRACKS GREATER THAN 18".

5. MILL & OVERLAYMATCH LINE STA 38+50 SEE SHEET 53MATCH LINE STA 42+50 SEE BELOW LEFTLITTLE LAKE ROAD

CONSTRUCTION NOTES
D

STRIPING NOTES
INSTALL THERMOPLASTIC DOUBLE YELLOW LINE PER DETAIL 22 PER CALTRANS STD. PLAN A20A.MATCH LINE STA 46+50 SEE SHEET 55MATCH LINE STA 42+50 SEE ABOVE RIGHTLITTLE LAKE ROAD 16 ADJUST MANHOLE TO GRADE.
9 CONSTRUCT ASPHALT RUBBER AGGREGATE MEMBRANE (ARAM) WITH TYPE 2 SLURRY CAPE SEAL. CONTRACTOR SHALL REPAIR POTHOLES AT THE DIRECTION OF THE ENGINEER BEFORE PLACING ARAM.WMWM+39
00 +40 00
+41 00 +42 00
(32')(2')(2')110
1 9
109
3 5
10949
109
3 9
SMH
SMH
D
N45
°
1 5
'
5 0
"
E
285
2 .
1 8
'
C1
N19°26'39"E
2852.18'(32')(2')(2')(30')16
16 9

TYPICAL SECTION
2'2'
14'14'
HALCOURT AVE TO STA 48+00

LITTLE LAKE ROAD
SCALE: N.T.S.
32'

LITTLE LAKE RD
℄
9 CURVE TABLE
CURVE #
C1
DELTA
25°49'11"
RADIUS
243.00'
LENGTH
109.51'

TANGENT

55.70'
+43 00 +44 00 +45 00 +46 00
(32')(2')(2')SMH
D
N19°26'39"E
2852.18'
C2
16 9

CURVE TABLE
CURVE #
C2
DELTA
37°39'26"
RADIUS
208.00'
LENGTH
136.71'

TANGENT

70.92'

FROM STA 46+50 TO STA 49+00LITTLE LAKE RD
CIP NO. 22-23 RESIDENTIAL STREET REHABILITATION PROJECT - AREA 6 18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

GENERAL NOTES

1. REMOVE EXISTING PCC IMPROVEMENTS

CONSTRUCT PCC IMPROVEMENTS

REMOVE EXISTING ASPHALT PAVEMENT, BASE

AND/OR SUBGRADE

ARAM WITH CAPE SEAL
LEGEND
EXISTING FACILITIES, IMPROVEMENTS, LANDSCAPING, ETC. THAT ARE NOT

DESIGNATED FOR REMOVAL SHALL BE PROTECTED IN PLACE OR
TEMPORARILY REMOVED AND REINSTALLED AFTER WORK IS COMPLETED.

SAWCUTTING AND SLOT PAVING REQUIRED FOR NEW CURB AND GUTTER SHALL BE 1' WIDE UNLESS NOTED OTHERWISE.2.

THE LOCATION AND LIMITS OF NEW OR REPLACEMENT CURB, GUTTER

AND/OR SIDEWALK SHOWN HEREON SHALL BE VERIFIED IN THE FIELD WITH THE CITY INSPECTOR PRIOR TO ANY REMOVALS.

3. EXISTING CONCRETE IMPROVEMENTS SHALL BE SAWCUT WHEN REMOVED AND RECONSTRUCTED.

4. ALL EXPOSED SURFACES TO RECEIVE ARHM CAP SHALL BE CRACK SEALED FOR ALL CRACKS GREATER THAN 18".

5. MILL & OVERLAYMATCH LINE STA 49+00 SEE SHEET BELOW LEFTMATCH LINE STA 46+50 SEE SHEET 54LITTLE LAKE ROAD

CONSTRUCTION NOTES

STRIPING NOTES
MATCH LINE STA 49+00 SEE ABOVE RIGHT

LITTLE LAKE ROAD
9 CONSTRUCT ASPHALT RUBBER AGGREGATE MEMBRANE (ARAM) WITH TYPE 2 SLURRY CAPE SEAL. CONTRACTOR SHALL REPAIR POTHOLES AT THE DIRECTION OF THE ENGINEER BEFORE PLACING ARAM.
16 ADJUST MANHOLE TO GRADE.

A
B INSTALL THERMOPLASTIC "STOP" PAVEMENT MARKING PER CALTRANS STD. PLAN A24D.

INSTALL 12" WHITE THERMOPLASTIC CROSSWALK (10' MIN WIDTH), LIMIT LINE, OR YIELD LINE PER CALTRANS STD. PLAN NO. A24E.

D INSTALL THERMOPLASTIC DOUBLE YELLOW LINE PER DETAIL 22 PER CALTRANS STD. PLAN A20A.
+47 00 +48 00 +49 00
(32')(2')(2')D
SMH
C2
N18°12'47"W
2852.18'
C3
C316
9 TYPICAL SECTION

LITTLE LAKE ROAD
HALCOURT AVE TO 605 ON RAMP
SCALE: N.T.S.
2'
2'
14'14'
32'

LITTLE LAKE RD
℄
9 CURVE TABLE
CURVE #
C2
DELTA
37°39'26"
RADIUS
208.00'
LENGTH
136.71'

TANGENT

70.92'
C3 108°18'42" 101.00' 190.93' 139.81'STOPSTOP+51 52
+00+5000+51 00
+5500+5600(32')(2')(2')C INTERSECTION
56+00.00 605 ON RAMP
51+52.18 LITTLE LAKE RD=
L
B A
51+25 - END CONST.

JOIN EX. X-GTR
D
SMH
C3
S89°54'05"E
1233.45'
16 9

CURVE TABLE
CURVE #
C3

DELTA RADIUS LENGTH TANGENT
108°18'42" 101.00' 190.93' 139.81'

FROM LITTLE LAKE RD TO ENDHALCOURT AVENUE
CIP NO. 22-23 RESIDENTIAL STREET REHABILITATION PROJECT - AREA 6 18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

GENERAL NOTES

1. REMOVE EXISTING PCC IMPROVEMENTS

CONSTRUCT PCC IMPROVEMENTS

REMOVE EXISTING ASPHALT PAVEMENT, BASE

AND/OR SUBGRADE

ARAM WITH CAPE SEAL
LEGEND
EXISTING FACILITIES, IMPROVEMENTS, LANDSCAPING, ETC. THAT ARE NOT

DESIGNATED FOR REMOVAL SHALL BE PROTECTED IN PLACE OR
TEMPORARILY REMOVED AND REINSTALLED AFTER WORK IS COMPLETED.

SAWCUTTING AND SLOT PAVING REQUIRED FOR NEW CURB AND GUTTER SHALL BE 1' WIDE UNLESS NOTED OTHERWISE.2.

THE LOCATION AND LIMITS OF NEW OR REPLACEMENT CURB, GUTTER

AND/OR SIDEWALK SHOWN HEREON SHALL BE VERIFIED IN THE FIELD WITH THE CITY INSPECTOR PRIOR TO ANY REMOVALS.

3. EXISTING CONCRETE IMPROVEMENTS SHALL BE SAWCUT WHEN REMOVED AND RECONSTRUCTED.

4. ALL EXPOSED SURFACES TO RECEIVE ARHM CAP SHALL BE CRACK SEALED FOR ALL CRACKS GREATER THAN 18".

5. MILL & OVERLAY
HALCOURT AVENUE MATCH LINE STA 33+50 SEE BELOW LEFTLITTLE LA K
E
R
D
(SEE SHEE
T
5 4)
31+18 - BEG. CONST.

JOIN PROP. AC PVMT

CONSTRUCTION NOTES

HALCOURT AVENUE
MATCH LINE STA 33+50 SEE ABOVE RIGHT13 CONSTRUCT 1.5'' ARHM CAP.

CONSTRUCT ASPHALT RUBBER AGGREGATE MEMBRANE (ARAM) WITH TYPE 2 SLURRY CAPE SEAL. CONTRACTOR SHALL REPAIR POTHOLES AT THE DIRECTION OF THE ENGINEER BEFORE PLACING ARAM.
9 G INSTALL RAISED BLUE PAVEMENT MARKER PER CA MUTCD FIGURE 3B-102(CA).

STRIPING NOTES
16 ADJUST MANHOLE TO GRADE.
18 ADJUST VALVE BOX AND COVER TO GRADE.
19 MILL EXISTING PAVEMENT TO A DEPTH OF 1.5".WM+3500+32 00 +33
00 (54')(30')(12')(12')(1')(1')10856
10921
1 0
9 2
7 10902 10912
(54')(30')(12')(12')(1')(1')SMH
16 S
M
H
16 J
O
I
N

E
X
.

X
-
G
T
R

C INTERSECTION
35+20.19 LITTLE LAKE RD
31+00.00 HALCOURT AVE=
L
31+18 - BEG. CONST.

JOIN PROP. AC PVMT
C1
C
2 STA 32+02.06
BC
STA 33+43.18
EC
S44°44'1
0 "
E
486.86'
18 9
9WV TYPICAL SECTION
W'LY
R/W
12'
EX. PKWY.EX. PKWY.
30'
54'
E'LY
R/W
12'
EX. PKWY.
1'1'
14'14'

HALCOURT AVE
℄
9 LITTLE LAKE RD TO STA 33+44

HALCOURT AVE
SCALE: N.T.S.

CURVE TABLE
CURVE #
C1
DELTA
44°41'09"
RADIUS
101.00'
LENGTH

78.77'

TANGENT

41.51'
+34 00 +35 00
1092110927 11005
11021
SMH
16 (25')(30')(10')(2')(2')(25')(30')(10')(2')(2')18
34+58 - END CONST.

JOIN EX. X-GTR
34+66 - BEG. CONST.

JOIN EX. X-GTR
C2
G
S23°07'33"W
486.86'
S19°52'42"W
486.86'STA 33+43.18ECSTA 34+13.67
EC
9 WV
2 EA35+1013 19

TYPICAL SECTION
W'LY
R/W
VARIES
EX. PKWY.EX. PKWY.
30'
VARIES
E'LY
R/W
12'
EX. PKWY.
2'2'
13'13'

HALCOURT AVE
℄
9 STA 33+44 TO STA 35+10

LITTLE LAKE ROAD
SCALE: N.T.S.

CURVE TABLE
CURVE # DELTA RADIUS LENGTH TANGENT
C2 19°55'42"203.00'70.61'35.66'

TYPICAL SECTION
W'LY
R/W
VARIES
EX. PKWY.EX. PKWY.
30'
VARIES
E'LY
R/W
12'
EX. PKWY.
2'2'
13'-VARIES13'-VARIES

HALCOURT AVE
℄
13 STA 35+10 TO END

LITTLE LAKE ROAD
SCALE: N.T.S.
19 CUL DE SAC TO STA 74+50CECILIA STREETMATCH LINE STA 69+50 SEE BELOW LEFTCIP NO. 22-23 RESIDENTIAL STREET REHABILITATION PROJECT - AREA 6 18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

GENERAL NOTES

1. REMOVE EXISTING PCC IMPROVEMENTS

CONSTRUCT PCC IMPROVEMENTS

REMOVE EXISTING ASPHALT PAVEMENT, BASE

AND/OR SUBGRADE

ARAM WITH CAPE SEAL
LEGEND
EXISTING FACILITIES, IMPROVEMENTS, LANDSCAPING, ETC. THAT ARE NOT

DESIGNATED FOR REMOVAL SHALL BE PROTECTED IN PLACE OR
TEMPORARILY REMOVED AND REINSTALLED AFTER WORK IS COMPLETED.

SAWCUTTING AND SLOT PAVING REQUIRED FOR NEW CURB AND GUTTER SHALL BE 1' WIDE UNLESS NOTED OTHERWISE.2.

THE LOCATION AND LIMITS OF NEW OR REPLACEMENT CURB, GUTTER

AND/OR SIDEWALK SHOWN HEREON SHALL BE VERIFIED IN THE FIELD WITH THE CITY INSPECTOR PRIOR TO ANY REMOVALS.

3. EXISTING CONCRETE IMPROVEMENTS SHALL BE SAWCUT WHEN REMOVED AND RECONSTRUCTED.

4. ALL EXPOSED SURFACES TO RECEIVE ARHM CAP SHALL BE CRACK SEALED FOR ALL CRACKS GREATER THAN 18".

5. MILL & OVERLAY

LITTLE LAKE RD CECILIA STREET
MATCH LINE STA 69+50 SEE ABOVE RIGHTMATCH LINE STA 74+50 SEE SHEET 58CECILIA STREET

DUMONT AVE LEIBACHER AVE
(SEE SHEET 52)

DUMONT AVE (S)

CONSTRUCTION NOTES
11 PROTECT IN PLACE.
9 CONSTRUCT ASPHALT RUBBER AGGREGATE MEMBRANE (ARAM) WITH TYPE 2 SLURRY CAPE SEAL. CONTRACTOR SHALL REPAIR POTHOLES AT THE DIRECTION OF THE ENGINEER BEFORE PLACING ARAM.
13 CONSTRUCT 1.5'' ARHM.
16 ADJUST MANHOLE TO GRADE.
19 MILL EXISTING PAVEMENT TO A DEPTH OF 1.5''.
+70 00 +71 00 +72 00 +73 00 +74 00
110351075110747 11034 11051
10742 10748 10802 10808 10814 10818 10824 10828+2300WMWMWMWMWMWMWMWM(18')(30')(12')(1')11 SMH 16 SMH
JOIN EX. 23+17

C INTERSECTION
23+00.00 DUMONT AVE
71+46.02 CECILIA ST=

L C INTERSECTION
23+00.00 LEIBACHER AVE
74+10.02 CECILIA ST=
L

C INTERSECTION
23+00.00 DUMONT AVE (S)
70+66.26 CECILIA ST=
L

CITY OF DOWNEY

CITY OF NORWALK
9 9
11 11
66+06 - BEG. CONST.

JOIN EX. AC PVMT.
+66 00 +67 00 +68 00 +69 00
10711
10707
107411073110737
10701107
0 2
10708 10712 10718 10722 10728 10732 10738
10718
WMWMWM(17')(30')(12')(1')C
I
T
Y

O
F

D
OW
N
E
Y
C
I
T
Y

O
F

N
O
RW
A
L
K
16SMH
JOIN PROP. 23+16

CITY OF DOWNEY

C INTERSECTION
23+00.00 LITTLE LAKE RD
67+13.69 CECILIA ST=
L
13 CITY OF NORWALK
9 11 11
19 66+68N'LY
R/W
S'LY
R/W
12'36'12'
17'17'

TYPICAL SECTION
60'
EX. PKWY.EX. PKWY.
9 CECILIA ST
STA 66+68 TO STUDEBAKER RD
SCALE: N.T.S.

CECILIA ST
℄
1'1'
11 N'LY
R/W
S'LY
R/W
12'36'12'
17'17'

TYPICAL SECTION
60'
EX. PKWY.EX. PKWY.
13 CECILIA ST
END TO STA 66+68
SCALE: N.T.S.

CECILIA ST
℄
1'1'
19 11

FROM STA 74+50 TO STUDEBAKER RDCECILIA STREETMATCH LINE STA 78+00 SEE BELOW LEFTCIP NO. 22-23 RESIDENTIAL STREET REHABILITATION PROJECT - AREA 6 18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

GENERAL NOTES

1. REMOVE EXISTING PCC IMPROVEMENTS

CONSTRUCT PCC IMPROVEMENTS

REMOVE EXISTING ASPHALT PAVEMENT, BASE

AND/OR SUBGRADE

ARAM WITH CAPE SEAL
LEGEND
EXISTING FACILITIES, IMPROVEMENTS, LANDSCAPING, ETC. THAT ARE NOT

DESIGNATED FOR REMOVAL SHALL BE PROTECTED IN PLACE OR
TEMPORARILY REMOVED AND REINSTALLED AFTER WORK IS COMPLETED.

SAWCUTTING AND SLOT PAVING REQUIRED FOR NEW CURB AND GUTTER SHALL BE 1' WIDE UNLESS NOTED OTHERWISE.2.

THE LOCATION AND LIMITS OF NEW OR REPLACEMENT CURB, GUTTER

AND/OR SIDEWALK SHOWN HEREON SHALL BE VERIFIED IN THE FIELD WITH THE CITY INSPECTOR PRIOR TO ANY REMOVALS.

3. EXISTING CONCRETE IMPROVEMENTS SHALL BE SAWCUT WHEN REMOVED AND RECONSTRUCTED.

4. ALL EXPOSED SURFACES TO RECEIVE ARHM CAP SHALL BE CRACK SEALED FOR ALL CRACKS GREATER THAN 18".

5. MILL & OVERLAY

CECILIA STREET

CECILIA STREET
LEFLOSS AVE STUDEBAKER RDMATCH LINE STA 74+50 SEE SHEET 57(SEE SHEET 59)MATCH LINE STA 78+00 SEE ABOVE RIGHTCONSTRUCTION NOTES 9 CONSTRUCT ASPHALT RUBBER AGGREGATE MEMBRANE (ARAM) WITH TYPE 2 SLURRY CAPE SEAL. CONTRACTOR SHALL REPAIR POTHOLES AT THE DIRECTION OF THE ENGINEER BEFORE PLACING ARAM.
11 PROTECT IN PLACE.
16 ADJUST MANHOLE TO GRADE.
10902
11050
+75 00 +76 00 +77 00 +78
10906
(I-605) SAN GABRIEL RIVER FWY
(I-605) SAN GABRIEL RIVER FWY WMWM(18')(30')(12')(1')16 SMH
16SMH

CITY OF DOWNEY

CITY OF NORWALK
9 11
82+23 - END CONST.

JOIN EX. AC PVMT.
+00 +79 00 +80 00 +81 00 +82 00
10912 10918 11202 11203
11035 11034 11047
STOP(18')(30')(12')(1')16
SMH
79+26 - END CONST.

JOIN EX. PCC. X-GTR.
79+68 - BEG. CONST.

JOIN EX. PCC. X-GTR.

C INTERSECTION
23+00.00 LEFLOSS AVE
79+47.56 CECILIA ST=
L

C INTERSECTION
22+99.99 STUDEBAKER RD
82+61.02 CECILIA ST=
L

CITY OF DOWNEY

CITY OF NORWALK
9 9
11 11
N'LY
R/W
S'LY
R/W
12'36'12'
17'17'

TYPICAL SECTION
60'
EX. PKWY.EX. PKWY.
9 CECILIA ST
STA 66+68 TO STUDEBAKER RD
SCALE: N.T.S.

CECILIA ST
℄
1'1'
11 FROM CECILIA ST TO CUL-DE-SACLEFLOSS AVENUE
CIP NO. 22-23 RESIDENTIAL STREET REHABILITATION PROJECT - AREA 6 18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

GENERAL NOTES

1. REMOVE EXISTING PCC IMPROVEMENTS

CONSTRUCT PCC IMPROVEMENTS

REMOVE EXISTING ASPHALT PAVEMENT, BASE

AND/OR SUBGRADE

ARAM WITH CAPE SEAL
LEGEND
EXISTING FACILITIES, IMPROVEMENTS, LANDSCAPING, ETC. THAT ARE NOT

DESIGNATED FOR REMOVAL SHALL BE PROTECTED IN PLACE OR
TEMPORARILY REMOVED AND REINSTALLED AFTER WORK IS COMPLETED.

SAWCUTTING AND SLOT PAVING REQUIRED FOR NEW CURB AND GUTTER SHALL BE 1' WIDE UNLESS NOTED OTHERWISE.2.

THE LOCATION AND LIMITS OF NEW OR REPLACEMENT CURB, GUTTER

AND/OR SIDEWALK SHOWN HEREON SHALL BE VERIFIED IN THE FIELD WITH THE CITY INSPECTOR PRIOR TO ANY REMOVALS.

3. EXISTING CONCRETE IMPROVEMENTS SHALL BE SAWCUT WHEN REMOVED AND RECONSTRUCTED.

4. ALL EXPOSED SURFACES TO RECEIVE ARHM CAP SHALL BE CRACK SEALED FOR ALL CRACKS GREATER THAN 18".

5. MILL & OVERLAY
CECILIA ST LEFLOSS AVENUE(SEE SHEET 58)

CONSTRUCTION NOTES
13 CONSTRUCT 1.5'' ARHM CAP.
9 CONSTRUCT ASPHALT RUBBER AGGREGATE MEMBRANE (ARAM) WITH TYPE 2 SLURRY CAPE SEAL. CONTRACTOR SHALL REPAIR POTHOLES AT THE DIRECTION OF THE ENGINEER BEFORE PLACING ARAM.
16 ADJUST MANHOLE TO GRADE.
18 ADJUST VALUE BOX AND COVER TO GRADE.
19 MILL EXISTING PAVEMENT TO A DEPTH OF 1.5''.+7900+8000+24 00 +25 00 +26 00 +27
00 11035
11034 11028
11031
11022 11016
11027
11012 11006
11004

C INTERSECTION
79+47.56 CECILIA ST
23+00.00 LEFLOSS AVE=
L
SMH
16 SMH
16(36')(60')(12')(12')(1')(1')CITY OF NORWALKCITY OF DOWNEY18 N1°32'35"W
558.07'
C1
S64°06'41"E558.07'N25
°
5 3
'
1 9
"
E
558.
0 7
'
23+18 - BEG. CONST.

JOIN EX. PCC. AC PVMT
9 WV
26+9013 19
N'LY
R/W
S'LY
R/W
6'
12'12'
6'11'11'

TYPICAL SECTION

LEFLOSS AVENUE
CECILIA ST TO STA 26+90
SCALE: N.T.S.

EX. PKWY.EX. PKWY.
1'1'
36'
60'

LEFLOSS AVE
℄
9 CURVE TABLE
CURVE #
C1
DELTA
26°08'15"
RADIUS
133.00'
LENGTH

60.67'

TANGENT

30.87'
N'LY
R/W
S'LY
R/W
6'-VARIES
12'12'
6'-VARIES11'-VARIES 11'-VARIES

TYPICAL SECTION

LEFLOSS AVENUE
STA 26+90 TO END
SCALE: N.T.S.

EX. PKWY.EX. PKWY.
1'1'
36'
60'

LEFLOSS AVE
℄
13 19

FROM CECILIA ST TO STUDEBAKER RDBENFIELD AVENUEMATCH LINE STA 28+00 SEE BELOW LEFTCIP NO. 22-23 RESIDENTIAL STREET REHABILITATION PROJECT - AREA 6 18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

GENERAL NOTES

1. REMOVE EXISTING PCC IMPROVEMENTS

CONSTRUCT PCC IMPROVEMENTS

REMOVE EXISTING ASPHALT PAVEMENT, BASE

AND/OR SUBGRADE

ARAM WITH CAPE SEAL
LEGEND
EXISTING FACILITIES, IMPROVEMENTS, LANDSCAPING, ETC. THAT ARE NOT

DESIGNATED FOR REMOVAL SHALL BE PROTECTED IN PLACE OR
TEMPORARILY REMOVED AND REINSTALLED AFTER WORK IS COMPLETED.

SAWCUTTING AND SLOT PAVING REQUIRED FOR NEW CURB AND GUTTER SHALL BE 1' WIDE UNLESS NOTED OTHERWISE.2.

THE LOCATION AND LIMITS OF NEW OR REPLACEMENT CURB, GUTTER

AND/OR SIDEWALK SHOWN HEREON SHALL BE VERIFIED IN THE FIELD WITH THE CITY INSPECTOR PRIOR TO ANY REMOVALS.

3. EXISTING CONCRETE IMPROVEMENTS SHALL BE SAWCUT WHEN REMOVED AND RECONSTRUCTED.

4. ALL EXPOSED SURFACES TO RECEIVE ARHM CAP SHALL BE CRACK SEALED FOR ALL CRACKS GREATER THAN 18".

5. MILL & OVERLAY

CECILIA ST BENFIELD AVENUE
MATCH LINE STA 28+00 SEE ABOVE RIGHTSTU
D
E
B
A
K
E
R

R
D

BENFIELD AVENUE
32+08 - END CONST.

JOIN EX. AC PVMT.

CONSTRUCTION NOTES

REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT ACCESS RAMP WITH DETECTABLE WARNING DEVICE PER SPPWC STD. PLAN NO. 111-5 AND DETAIL A ON SHEET 3.
1 4 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT PCC SIDEWALK PER SPPWC STD. PLAN NO. 112-2.
5 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT PCC CURB AND GUTTER PER ELEVATIONS ON THE PLAN, SPPWC STD. PLAN NO. 120-2 AND DETAIL C ON SHEET 3. GUTTER WIDTH TO MATCH EXISTING ADJACENT CURB AND GUTTER. 9 CONSTRUCT ASPHALT RUBBER AGGREGATE MEMBRANE (ARAM) WITH TYPE 2 SLURRY CAPE SEAL. CONTRACTOR SHALL REPAIR POTHOLES AT THE DIRECTION OF THE ENGINEER BEFORE PLACING ARAM.
16 ADJUST MANHOLE TO GRADE.

CONSTRUCT 6" DEPTH, 12" MINIMUM WIDTH AC SLOT PAVING.23+8500+8600+24 00 +25 00 +26 00 +27 00 +28 109241093011002110081101411018110241103011036
11037 11031 11025 11019 11013 11007 1092911001
23+16 - BEG. CONST.

JOIN PROP AC PVMT.CITY OF NORWALKCITY OF DOWNEY(36')(60')(12')(12')(1')(1')C INTERSECTION 85+50.21 CECILIA ST23+00.00 BENFIELD AVE=
L
16 SMH
STA 23+89.10BEG C/G(116.37 TC)(115.81 FL)JOIN EX.STA 24+31.29END C/G(116.60 TC)(115.94 FL)JOIN EX.5 23 9
10924 +3246+00 +29 00 +30 00 +31 00 +32001082010824108301083610902109081091410918 10917 10909 10903 10837
+
32 00
+
33 00
(36')(60')(12')(12')(1')(1')16SMH
1 1
STA 31+07.33
BC
STA 31+68.07
EC

C INTERSECTION
32+56.08 STUDEBAKER RD
32+46.38 BENFIELD AVE=
L
N58°04'31"W946.38'C1
N0°03'53"W
946.38'STA 31+14.49BEG C/G(118.64 TC)(118.01 FL)JOIN EX.STA 31+22.13END C/G(118.68 TC)(118.07 FL)JOIN EX.5 23 4
4 9
9 W'LY
R/W
E'LY
R/W
9'
12'12'
9'8'8'

TYPICAL SECTION
EX. PKWY.EX. PKWY.
9 1'1'
36'
60'

BENFIELD AVE

CECILIA ST TO STUDEBAKER RD
SCALE: N.T.S.

BENFIELD AVE
℄

CURVE TABLE
CURVE #
C1
DELTA
58°00'38"
RADIUS

60.00'
LENGTH

60.75'

TANGENT

33.27'

FROM CECILIA ST TO STA 31+50CROSSDALE AVENUEMATCH LINE STA 27+50 SEE BELOW LEFTCIP NO. 22-23 RESIDENTIAL STREET REHABILITATION PROJECT - AREA 6 18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

GENERAL NOTES

1. REMOVE EXISTING PCC IMPROVEMENTS

CONSTRUCT PCC IMPROVEMENTS

REMOVE EXISTING ASPHALT PAVEMENT, BASE

AND/OR SUBGRADE

ARAM WITH CAPE SEAL
LEGEND
EXISTING FACILITIES, IMPROVEMENTS, LANDSCAPING, ETC. THAT ARE NOT

DESIGNATED FOR REMOVAL SHALL BE PROTECTED IN PLACE OR
TEMPORARILY REMOVED AND REINSTALLED AFTER WORK IS COMPLETED.

SAWCUTTING AND SLOT PAVING REQUIRED FOR NEW CURB AND GUTTER SHALL BE 1' WIDE UNLESS NOTED OTHERWISE.2.

THE LOCATION AND LIMITS OF NEW OR REPLACEMENT CURB, GUTTER

AND/OR SIDEWALK SHOWN HEREON SHALL BE VERIFIED IN THE FIELD WITH THE CITY INSPECTOR PRIOR TO ANY REMOVALS.

3. EXISTING CONCRETE IMPROVEMENTS SHALL BE SAWCUT WHEN REMOVED AND RECONSTRUCTED.

4. ALL EXPOSED SURFACES TO RECEIVE ARHM CAP SHALL BE CRACK SEALED FOR ALL CRACKS GREATER THAN 18".

5. MILL & OVERLAY

CECILIA ST
MATCH LINE STA 27+50 SEE ABOVE RIGHTCROSSDALE AVENUE
MATCH LINE STA 31+50 SEE SHEET 62CROSSDALE AVENUE

CONSTRUCTION NOTES
A
B

STRIPING NOTES
INSTALL 12" WHITE THERMOPLASTIC CROSSWALK (10' MIN WIDTH), LIMIT LINE, OR YIELD LINE PER CALTRANS STD. PLAN NO. A24E.

INSTALL THERMOPLASTIC "STOP" PAVEMENT MARKING PER CALTRANS STD. PLAN A24D.
1 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT ACCESS RAMP WITH TRUNCATED DOME PER SPPWC STD. PLAN NO. 111-5 AND DETAIL A ON SHEET 3. 4 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT PCC SIDEWALK PER SPPWC STD. PLAN NO. 112-2.
9 CONSTRUCT ASPHALT RUBBER AGGREGATE MEMBRANE (ARAM) WITH TYPE 2 SLURRY CAPE SEAL. CONTRACTOR SHALL REPAIR POTHOLES AT THE DIRECTION OF THE ENGINEER BEFORE PLACING ARAM.
16 ADJUST MANHOLE TO GRADE.
18 ADJUST VALVE BOX AND COVER TO GRADE.

WMWM

WMWM WMWM

WMWM WMWM
WMWM
WMWM
WMWMSTOP+8800+23 00 +24 00 +25 00 +26 00 +27 00
1093111003110091101511021110251103111037
1093011002110141100811018110241103011036
+23 00 +24 00 +25 00 +26 00 +27 00
+8800CITY OF NORWALKCITY OF DOWNEY(36')(60')(13')(12')(1')(1')A B 16 SMH 18STOP23+21 - BEG. CONST.

JOIN EX. AC PVMT
1 C INTERSECTION
87+99.80 CECILIA ST
23+00.00 CROSSDALE AVE=
L
4 9
WV
WMWM
WMWM

WMWM WMWM
WMWM
+28 00 +29 00 +30 00 +31 00
10831108371090310909109151091910925
1083010836109021090810914109181092410930
+28 00 +29 00 +30 00 +31 00
(36')(60')(12')(12')(1')(1')16 SMH
9 W'LY
R/W
E'LY
R/W
8'
12'12'
8'9'9'

TYPICAL SECTION
EX. PKWY.EX. PKWY.
9 1'1'
36'
60'

CROSSDALE AVENUE

CECILIA ST TO DOLLISON DR
SCALE: N.T.S.

CROSSDALE AVE
℄

DOLLISON DRIVE FROM END TO CROSSDALE AVECROSSDALE AVENUE FROM STA 31+50 TO DOLLISON DR CIP NO. 22-23 RESIDENTIAL STREET REHABILITATION PROJECT - AREA 6 18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

GENERAL NOTES

1. REMOVE EXISTING PCC IMPROVEMENTS

CONSTRUCT PCC IMPROVEMENTS

REMOVE EXISTING ASPHALT PAVEMENT, BASE

AND/OR SUBGRADE

ARAM WITH CAPE SEAL
LEGEND
EXISTING FACILITIES, IMPROVEMENTS, LANDSCAPING, ETC. THAT ARE NOT

DESIGNATED FOR REMOVAL SHALL BE PROTECTED IN PLACE OR
TEMPORARILY REMOVED AND REINSTALLED AFTER WORK IS COMPLETED.

SAWCUTTING AND SLOT PAVING REQUIRED FOR NEW CURB AND GUTTER SHALL BE 1' WIDE UNLESS NOTED OTHERWISE.2.

THE LOCATION AND LIMITS OF NEW OR REPLACEMENT CURB, GUTTER

AND/OR SIDEWALK SHOWN HEREON SHALL BE VERIFIED IN THE FIELD WITH THE CITY INSPECTOR PRIOR TO ANY REMOVALS.

3. EXISTING CONCRETE IMPROVEMENTS SHALL BE SAWCUT WHEN REMOVED AND RECONSTRUCTED.

4. ALL EXPOSED SURFACES TO RECEIVE ARHM CAP SHALL BE CRACK SEALED FOR ALL CRACKS GREATER THAN 18".

5. MILL & OVERLAYMATCH LINE STA 31+50 SEE SHEET 61DOLLISON DRIVECROSSDALE AVENUE (SEE SHEET 67)DOLLISON DRIVE

CONSTRUCTION NOTES
A
B

STRIPING NOTES
INSTALL 12" WHITE THERMOPLASTIC CROSSWALK (10' MIN WIDTH), LIMIT LINE, OR YIELD LINE PER CALTRANS STD. PLAN NO. A24E.

INSTALL THERMOPLASTIC "STOP" PAVEMENT MARKING PER CALTRANS STD. PLAN A24D.
1 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT ACCESS RAMP WITH DETECTABLE WARNING DEVICE PER SPPWC STD. PLAN NO. 111-5 AND DETAIL A ON SHEET 3.
4 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT PCC SIDEWALK PER SPPWC STD. PLAN NO. 112-2.
9 CONSTRUCT ASPHALT RUBBER AGGREGATE MEMBRANE (ARAM) WITH TYPE 2 SLURRY CAPE SEAL. CONTRACTOR SHALL REPAIR POTHOLES AT THE DIRECTION OF THE ENGINEER BEFORE PLACING ARAM.
13 CONSTRUCT 1.5" ARHM CAP.
18 ADJUST VALVE BOX AND COVER TO GRADE.
14 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT ACCESS RAMP WITH DETECTABLE WARNING DEVICE PER SPPWC STD. PLAN NO. 111-5 CASE D TYPE 1.
16 ADJUST MANHOLE TO GRADE.
19 MILL EXISTING PAVEMENT TO A DEPTH OF 1.5''.

WMWMWMWM
WMWM
WMWM
WMWM
+32 00 +33 00 +34 00 +34 73+8525+86001080310809108151081910825 1080210814108081081810824 N/AN/A10803
+32 00 +33 00 +34 00 +34 73+8525+8600(36')(60')(12')(12')(1')(1')(40') (55')
(10')(5')
(2')(2')STOP16SMH
18 14
1 C INTERSECTION
86+00.00 DOLLISON DR
34+72.63 CROSSDALE AVE=
L
AB
N/AN/ASTA 86+15.20
4 9
WV 34+2013 19
W'LY
R/W
E'LY
R/W
8'
12'12'
8'9'9'

TYPICAL SECTION
EX. PKWY.EX. PKWY.
9 1'1'
36'
60'

CROSSDALE AVENUE

CECILIA ST TO DOLLISON DR
SCALE: N.T.S.

CROSSDALE AVE
℄N'LY
R/W
S'LY
R/W
9'
5'10'
9'9'9'

TYPICAL SECTION
EX. PKWY.EX. PKWY.
13 2'2'
40'
55'

DOLLISON DRIVE
SCALE: N.T.S.

DOLLISON DR
℄
19 FROM CECILIA ST TO ENDDALWOOD AVENUE
CIP NO. 22-23 RESIDENTIAL STREET REHABILITATION PROJECT - AREA 6 18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

GENERAL NOTES

1. REMOVE EXISTING PCC IMPROVEMENTS

CONSTRUCT PCC IMPROVEMENTS

REMOVE EXISTING ASPHALT PAVEMENT, BASE

AND/OR SUBGRADE

ARAM WITH CAPE SEAL
LEGEND
EXISTING FACILITIES, IMPROVEMENTS, LANDSCAPING, ETC. THAT ARE NOT

DESIGNATED FOR REMOVAL SHALL BE PROTECTED IN PLACE OR
TEMPORARILY REMOVED AND REINSTALLED AFTER WORK IS COMPLETED.

SAWCUTTING AND SLOT PAVING REQUIRED FOR NEW CURB AND GUTTER SHALL BE 1' WIDE UNLESS NOTED OTHERWISE.2.

THE LOCATION AND LIMITS OF NEW OR REPLACEMENT CURB, GUTTER

AND/OR SIDEWALK SHOWN HEREON SHALL BE VERIFIED IN THE FIELD WITH THE CITY INSPECTOR PRIOR TO ANY REMOVALS.

3. EXISTING CONCRETE IMPROVEMENTS SHALL BE SAWCUT WHEN REMOVED AND RECONSTRUCTED.

4. ALL EXPOSED SURFACES TO RECEIVE ARHM CAP SHALL BE CRACK SEALED FOR ALL CRACKS GREATER THAN 18".

5. MILL & OVERLAY

DALWOOD AVENUE
MATCH LINE STA 26+50 SEE BELOW LEFTCECILIA ST

CONSTRUCTION NOTES

DALWOOD AVENUE
MATCH LINE STA 26+50 SEE ABOVE RIGHTSTRIPING NOTES

INSTALL RAISED BLUE PAVEMENT MARKER PER CA MUTCD FIGURE 3B-102(CA).G
1 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT ACCESS RAMP WITH DETECTABLE WARNING DEVICE PER SPPWC STD. PLAN NO. 111-5 AND DETAIL A ON SHEET 3.
4 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT PCC SIDEWALK PER SPPWC STD. PLAN NO. 112-2.
9 CONSTRUCT ASPHALT RUBBER AGGREGATE MEMBRANE (ARAM) WITH TYPE 2 SLURRY CAPE SEAL. CONTRACTOR SHALL REPAIR POTHOLES AT THE DIRECTION OF THE ENGINEER BEFORE PLACING ARAM.

CONSTRUCT 15'' ARHM CAP.13
ADJUST MANHOLE TO GRADE.16
ADJUST VALUE BOX AND COVER TO GRADE.18
MILL EXISTING PAVEMENT TO A DEPTH OF 1.5".19

WMWMWM WMWM
WMWM
WMWM+9000+9100+23 00 +24 00 +25 00 +26 00
110031100711013110191102311029
110021100611012110181102211028(36')(60')(12')(12')(1')(1')16 18 CITY OF NORWALKCITY OF DOWNEYSMH1
1 23+22 - BEG. CONST.

JOIN EX. AC PVMT

C INTERSECTION
90+66.64 CECILIA ST
23+00.00 DALWOOD AVE=
L
4 4
9 WV

TYPICAL SECTION

DALWOOD AVENUE
CECILIA ST TO STA 29+00
SCALE: N.T.S.

E'LY
R/W
12'
EX. PKWY.EX. PKWY.
9 36'
50'
W'LY
R/W
12'
EX. PKWY.
1'1'
17'17'

DALWOOD AVE
℄
WMWM

WMWMWMWM
WMWM
WMWM
WM
+27 00 +28 00 +29 00 +29 70
109031090710913109191092510929
109021090810912109181092410928(36')(60')(12')(12')(1')(1')16 SMH
SMH
29+70 - BEG. CONST.

JOIN EX. PCC
16 G
9 13 1929+00TYPICAL SECTION

DALWOOD AVENUE
STA 29+00 TO END
SCALE: N.T.S.

E'LY
R/W
12'
EX. PKWY.EX. PKWY.
13 36'
50'
W'LY
R/W
12'
EX. PKWY.
1'1'
17'17'

DALWOOD AVE
℄
19 FROM CECILIA ST TO ENDELMCROFT AVENUE
CIP NO. 22-23 RESIDENTIAL STREET REHABILITATION PROJECT - AREA 6 18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

GENERAL NOTES

1. REMOVE EXISTING PCC IMPROVEMENTS

CONSTRUCT PCC IMPROVEMENTS

REMOVE EXISTING ASPHALT PAVEMENT, BASE

AND/OR SUBGRADE

ARAM WITH CAPE SEAL
LEGEND
EXISTING FACILITIES, IMPROVEMENTS, LANDSCAPING, ETC. THAT ARE NOT

DESIGNATED FOR REMOVAL SHALL BE PROTECTED IN PLACE OR
TEMPORARILY REMOVED AND REINSTALLED AFTER WORK IS COMPLETED.

SAWCUTTING AND SLOT PAVING REQUIRED FOR NEW CURB AND GUTTER SHALL BE 1' WIDE UNLESS NOTED OTHERWISE.2.

THE LOCATION AND LIMITS OF NEW OR REPLACEMENT CURB, GUTTER

AND/OR SIDEWALK SHOWN HEREON SHALL BE VERIFIED IN THE FIELD WITH THE CITY INSPECTOR PRIOR TO ANY REMOVALS.

3. EXISTING CONCRETE IMPROVEMENTS SHALL BE SAWCUT WHEN REMOVED AND RECONSTRUCTED.

4. ALL EXPOSED SURFACES TO RECEIVE ARHM CAP SHALL BE CRACK SEALED FOR ALL CRACKS GREATER THAN 18".

5. MILL & OVERLAY

ELMCROFT AVENUE
MATCH LINE STA 26+50 SEE BELOW LEFTCECILIA ST

CONSTRUCTION NOTES

STRIPING NOTES

G INSTALL RAISED BLUE PAVEMENT MARKER PER CA MUTCD FIGURE 3B-102(CA).

ELMCROFT AVENUE
MATCH LINE STA 26+50 SEE ABOVE RIGHT29+78 - END CONST.

JOIN EX. PCC.
1 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT ACCESS RAMP WITH DETECTABLE WARNING DEVICE PER SPPWC STD. PLAN NO. 111-5 AND DETAIL A ON SHEET 3.
4 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT PCC SIDEWALK PER SPPWC STD. PLAN NO. 112-2.
5 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT PCC CURB AND GUTTER PER ELEVATIONS ON THE PLAN, SPPWC STD. PLAN NO. 120-2 AND DETAIL C ON SHEET 3. GUTTER WIDTH TO MATCH EXISTING ADJACENT CURB AND GUTTER. 9 CONSTRUCT ASPHALT RUBBER AGGREGATE MEMBRANE (ARAM) WITH TYPE 2 SLURRY CAPE SEAL. CONTRACTOR SHALL REPAIR POTHOLES AT THE DIRECTION OF THE ENGINEER BEFORE PLACING ARAM.
16 ADJUST MANHOLE TO GRADE.
23 CONSTRUCT 6" DEPTH, 12" MINIMUM WIDTH AC SLOT PAVING. 25 PRUNE/GRIND ROOTS AND REPLACE EXISTING HARDSCAPE IMPROVEMENTS.+930000+23 00 +24 00 +25 00 +26 00 110031100911013110191102511029
11028 11022 11018 11014 1100211008

WMWMWMWMWMWM

WMWM WMWM
WM
WM
(36')(60')(12')(12')(1')(1')16
SMH
23+21 - BEG. CONST.

JOIN EX. AC PVMT.

G
CITY OF NORWALKCITY OF DOWNEY1
1 C INTERSECTION
93+26.76 CECILIA ST23+00.00 ELMCROFT AVE=
L
4 4
9 TYPICAL SECTION

ELMCROFT AVENUE

CECILIA STREET TO END
SCALE: N.T.S.
* PROP. FS ELEVATIONPER PROFILES
** LIP ELEVATION PERPROFILES
E'LY
R/W
12'
EX. PKWY.EX. PKWY.
9 36'
60'
W'LY
R/W
12'
EX. PKWY.
1'1'
17'17'

ELMCROFT AVE
℄
+27 00 +28 00 +29 00 +29 78
109031090710913109191092910923
10930 10924 1091210918 10908 10902
WM
WMWM

WMWMWMWM
WMWM
16 16(36')(60')(12')(12')(1')(1')SMH SMH
G
STA 28+67.11BEG C/G(117.49 TC)(116.86 FL)JOIN EX.STA 29+15.74END C/G(117.54 TC)(116.96 FL)JOIN EX.5STA 27+79.75BEG C/G(117.47 TC)(116.75 FL)JOIN EX.STA 28+13.52END C/G(117.46 TC)(116.78 FL)JOIN EX.5 25 25
9 23
23 FROM CECILIA ST TO STA 31+00FAIRFORD AVENUE
CIP NO. 22-23 RESIDENTIAL STREET REHABILITATION PROJECT - AREA 6 18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

GENERAL NOTES

1. REMOVE EXISTING PCC IMPROVEMENTS

CONSTRUCT PCC IMPROVEMENTS

REMOVE EXISTING ASPHALT PAVEMENT, BASE

AND/OR SUBGRADE

ARAM WITH CAPE SEAL
LEGEND
EXISTING FACILITIES, IMPROVEMENTS, LANDSCAPING, ETC. THAT ARE NOT

DESIGNATED FOR REMOVAL SHALL BE PROTECTED IN PLACE OR
TEMPORARILY REMOVED AND REINSTALLED AFTER WORK IS COMPLETED.

SAWCUTTING AND SLOT PAVING REQUIRED FOR NEW CURB AND GUTTER SHALL BE 1' WIDE UNLESS NOTED OTHERWISE.2.

THE LOCATION AND LIMITS OF NEW OR REPLACEMENT CURB, GUTTER

AND/OR SIDEWALK SHOWN HEREON SHALL BE VERIFIED IN THE FIELD WITH THE CITY INSPECTOR PRIOR TO ANY REMOVALS.

3. EXISTING CONCRETE IMPROVEMENTS SHALL BE SAWCUT WHEN REMOVED AND RECONSTRUCTED.

4. ALL EXPOSED SURFACES TO RECEIVE ARHM CAP SHALL BE CRACK SEALED FOR ALL CRACKS GREATER THAN 18".

5. MILL & OVERLAY

CONSTRUCTION NOTES

STRIPING NOTES
INSTALL 12" WHITE THERMOPLASTIC CROSSWALK (10' MIN WIDTH), LIMIT LINE, OR YIELD LINE PER CALTRANS STD. PLAN NO. A24E.

INSTALL THERMOPLASTIC "STOP" PAVEMENT MARKING PER CALTRANS STD. PLAN A24D.

INSTALL 8" YELLOW THERMOPLASTIC LINE PER DETAIL 38A PER CALTRANS STD. PLAN A20D.

INSTALL 6" YELLOW THERMOPLASTIC CENTERLINE PER DETAIL 1 PER CALTRANS STD. PLAN A20A.

INSTALL RAISED BLUE PAVEMENT MARKER PER CA MUTCD FIGURE 3B-102(CA).

FAIRFORD AVENUE
MATCH LINE STA 27+00 SEE BELOW LEFTCECILIA ST

BUELL ST
A
B
I
J

FAIRFORD AVENUE
MATCH LINE STA 27+00 SEE ABOVE RIGHTMATCH LINE STA 31+00 SEE SHEET 66MULLER ST QUINN ST G
1 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT ACCESS RAMP WITH DETECTABLE WARNING DEVICE PER SPPWC STD. PLAN NO. 111-5 AND DETAIL A ON SHEET 3.
2 SAWCUT AND INSTALL CAST-IN-PLACE DETECTABLE WARNING DEVICE. 5 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT PCC CURB AND GUTTER PER ELEVATIONS ON THE PLAN, SPPWC STD. PLAN NO. 120-2 AND DETAIL C ON SHEET 3. GUTTER WIDTH TO MATCH EXISTING ADJACENT CURB AND GUTTER. 9 CONSTRUCT ASPHALT RUBBER AGGREGATE MEMBRANE (ARAM) WITH TYPE 2 SLURRY CAPE SEAL. CONTRACTOR SHALL REPAIR POTHOLES AT THE DIRECTION OF THE ENGINEER BEFORE PLACING ARAM.
16 ADJUST MANHOLE TO GRADE.
23 CONSTRUCT 6" DEPTH, 12" MINIMUM WIDTH AC SLOT PAVING. 18 ADJUST VALVE BOX AND COVER TO GRADE.STOPWMWM
STOPSTOP+9600+23 00 +24 00 +25 00 +26 00 +27CITY OF NORWALKCITY OF DOWNEY+9600+9600+9600+23 00 +24 00 +25 00 +26 00 +27CITY OF NORWALKCITY OF DOWNEY+9600+9600(60')(12')(12')(36')(1')(1')A B I
J
11203
11009110151102111025
1120211203
111051111111117

CROWN LINE

C INTERSECTION
95+85.07 CECILIA ST
23+00.00 FAIRFORD AVE=
L
16 SMH (5')23+21 - BEG. CONST.

JOIN EX. AC PVMT
25+19 - END CONST.

JOIN EX. AC PVMT
26+09 - BEG. CONST.

JOIN EX. AC PVMT
1 2
I J

C INTERSECTION
96+00.00 BUELL ST
25+60.75 FAIRFORD AVE=
L
60'20'STA 23+69.97BEG C/G(116.00 TC)(115.05 FL)JOIN EX.STA 24+31.70END C/G(116.09 TC)(115.40 FL)JOIN EX.5 2525 9 9
23 TYPICAL SECTION

FAIRFORD AVENUE

CECILIA ST TO QUINN ST
SCALE: N.T.S.

E'LY
R/W
12'
EX. PKWY.
9 36'
60'
1'1'
17'17'

FAIRFORD AVE
℄
5'CROWNW'LY
R/W
12'
EX. PKWY.

1.5"

WMWM WMWM WMWM

STOP STOP
JOIN EX. 96+21
+00 +28 00 +29 00 +30 00 +31
+9600+9600+00 +28 00 +29 00 +30 00 +31
+9600+9600(60')(36')(12')(12')(1')(1')J1818181816
16 161120211203
1090910913109191092511005
11202

CROWN LINE
SMH
SMH
G
SMH(5')I
J
11136
JOIN EX. 96+21
J

C INTERSECTION
96+00.00 MULLER ST28+14.75 FAIRFORD AVE=

L C INTERSECTION
96+00.00 QUINN ST
30+68.75 FAIRFORD AVE=
L
40'
9 WV WV WV WV

FROM STA 31+00 TO DOLLISON DRFAIRFORD AVENUE
CIP NO. 22-23 RESIDENTIAL STREET REHABILITATION PROJECT - AREA 6 18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

GENERAL NOTES

1. REMOVE EXISTING PCC IMPROVEMENTS

CONSTRUCT PCC IMPROVEMENTS

REMOVE EXISTING ASPHALT PAVEMENT, BASE

AND/OR SUBGRADE

ARAM WITH CAPE SEAL
LEGEND
EXISTING FACILITIES, IMPROVEMENTS, LANDSCAPING, ETC. THAT ARE NOT

DESIGNATED FOR REMOVAL SHALL BE PROTECTED IN PLACE OR
TEMPORARILY REMOVED AND REINSTALLED AFTER WORK IS COMPLETED.

SAWCUTTING AND SLOT PAVING REQUIRED FOR NEW CURB AND GUTTER SHALL BE 1' WIDE UNLESS NOTED OTHERWISE.2.

THE LOCATION AND LIMITS OF NEW OR REPLACEMENT CURB, GUTTER

AND/OR SIDEWALK SHOWN HEREON SHALL BE VERIFIED IN THE FIELD WITH THE CITY INSPECTOR PRIOR TO ANY REMOVALS.

3. EXISTING CONCRETE IMPROVEMENTS SHALL BE SAWCUT WHEN REMOVED AND RECONSTRUCTED.

4. ALL EXPOSED SURFACES TO RECEIVE ARHM CAP SHALL BE CRACK SEALED FOR ALL CRACKS GREATER THAN 18".

5. MILL & OVERLAY

FAIRFORD AVENUE
MATCH LINE STA 31+00 SEE SHEET 65DOLLISON DR(SEE SHEET 68)

CONSTRUCTION NOTES
B

STRIPING NOTES
I
J
INSTALL THERMOPLASTIC "STOP" PAVEMENT MARKING PER CALTRANS STD. PLAN A24D.

INSTALL 8" YELLOW THERMOPLASTIC LINE PER DETAIL 38A PER CALTRANS STD. PLAN A20D.

INSTALL 6" YELLOW THERMOPLASTIC CENTERLINE PER DETAIL 1 PER CALTRANS STD. PLAN A20A.
9 CONSTRUCT ASPHALT RUBBER AGGREGATE MEMBRANE (ARAM) WITH TYPE 2 SLURRY CAPE SEAL. CONTRACTOR SHALL REPAIR POTHOLES AT THE DIRECTION OF THE ENGINEER BEFORE PLACING ARAM.
16 ADJUST MANHOLE TO GRADE.
18 ADJUST VALVE BOX AND COVER TO GRADE.STOPSTOPSTOPSTOPSTOP+9400+00 +32 00 +33 00 +34 00 +34 95 +9400+00 +32 00 +33 00 +34 00 +34 95(12')(1')(2')(12')(60')(36')I 16 16
18 10802108061081210816108221082610832

CROWN LINE
SMH
SMH(5')J I
34+48 - BEG. CONST.

JOIN EX. AC PVMT

C INTERSECTION
93+85.77 DOLLISON DR
34+95.06 FAIRFORD AVE=
L
11136 1080145'60'
B
9 TYPICAL SECTION

FAIRFORD AVENUE

QUINN ST TO DOLLISON DR
SCALE: N.T.S.

E'LY
R/W
12'
EX. PKWY.
9 36'
60'
2'1'
16'17'

FAIRFORD AVE
℄
5'CROWNW'LY
R/W
12'
EX. PKWY.

FROM CROSSDALE AVE TO STA 90+00DOLLISON DRIVE
CIP NO. 22-23
HORIZ. 1" = 20'
VERT. 1" = 4'

PROFILE
SCALE
RESIDENTIAL STREET REHABILITATION PROJECT - AREA 6
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

GENERAL NOTES

1. REMOVE EXISTING PCC IMPROVEMENTS

CONSTRUCT PCC IMPROVEMENTS

REMOVE EXISTING ASPHALT PAVEMENT, BASE

AND/OR SUBGRADE

ARAM WITH CAPE SEAL
LEGEND
EXISTING FACILITIES, IMPROVEMENTS, LANDSCAPING, ETC. THAT ARE NOT

DESIGNATED FOR REMOVAL SHALL BE PROTECTED IN PLACE OR
TEMPORARILY REMOVED AND REINSTALLED AFTER WORK IS COMPLETED.

SAWCUTTING AND SLOT PAVING REQUIRED FOR NEW CURB AND GUTTER SHALL BE 1' WIDE UNLESS NOTED OTHERWISE.2.

THE LOCATION AND LIMITS OF NEW OR REPLACEMENT CURB, GUTTER

AND/OR SIDEWALK SHOWN HEREON SHALL BE VERIFIED IN THE FIELD WITH THE CITY INSPECTOR PRIOR TO ANY REMOVALS.

3. EXISTING CONCRETE IMPROVEMENTS SHALL BE SAWCUT WHEN REMOVED AND RECONSTRUCTED.

4. ALL EXPOSED SURFACES TO RECEIVE ARHM CAP SHALL BE CRACK SEALED FOR ALL CRACKS GREATER THAN 18".

5. MILL & OVERLAY

DOLLISON DRIVE
88 +50 89 +5087+50+50
N'LY
S'LY
LC
119
117
123
121
9086
MATCH LINE STA 90+00 SEE SHEET 68119
117
123
121
119
117
123
121
119
117
123
121
119
117
123
121
119
117
123
121MATCH LINE STA 90+00 SEE SHEET 68CROSSDALE AVE
(SEE SHEET 62)
SEE SHEET 62

CONSTRUCTION NOTES
D

STRIPING NOTES
INSTALL THERMOPLASTIC DOUBLE YELLOW LINE PER DETAIL 22 PER CALTRANS STD. PLAN A20A.
7 REMOVE EXISTING PAVEMENT AND UNDERLYING MATERIAL TO A DEPTH OF 4" BELOW PROPOSED ROADWAY FINISH SURFACE. RECOMPACT BASE OR SUBGRADE.
8 REMOVE AND RECONSTRUCT PAVEMENT PER DETAIL B ON SHEET 3. 12 CONSTRUCT 2.5” DEPTH AC BASE COURSE. LEAVE 1.5" BELOW PROPOSED ROADWAY FINISH SURFACE.
13 CONSTRUCT 1.5" ARHM CAP.
18 ADJUST VALVE BOX AND COVER TO GRADE.
10645
+00+3473+86 00 +87 00 +88 00 +89 00 +90
10700 11143
N/A
10802 WMSTOP (55')(40')(10')(5')20'(2')(2')86+21 - BEG. CONST.

JOIN EX. PCC. X-GTR.
12 137
D
188

REMOVE ASPHALT

COVERING CURB &
GUTTER

FOR WEST LEG OF

DOLLISON DRIVE
SEE SHEET 62(119.48 FS)(119.60 FS)(119.80 FS)(119.99 FS)(120.19 FS)(120.39 FS)(120.59 FS)(120.59 FS)(120.54 FS)EXISTING PROFILE @

N'LY LIP OF GTR
(120.11 FS)(119.64 FS)(119.81 FS)(119.98 FS)(120.15 FS)(120.32 FS)(120.70 FS)(120.96 FS)(120.94 FS)120.20 FS120.57 FS120.78 FS120.96 FS120.92 FS+1.97%+0.31%+0.43%86+50.00 GB120.04 FS87+50.00 GB120.35 FS89+00.00 GB121.00 FS86+20.94(119.47) FS-0.08% PROP
PROFILE @ CL

EXISTING
PROFILE @ CL
(119.66 FS)(119.68 FS)(119.82 FS)(119.96 FS)(120.10 FS)(120.24 FS)(120.38 FS)(120.40 FS)(120.39 FS)EXISTING PROFILE @

S'LY LIP OF GTR

1.5"1.5"

TYPICAL SECTION

DOLLISON DRIVE
CROSSDALE AVE TO STA 91+07.88
SCALE: N.T.S.
* PROP. FS ELEVATIONPER PROFILES
** LIP ELEVATION PERPROFILES
S'LY
R/W
10'
EX. PKWY.
40'
55'
N'LY
R/W
5'
EX.

PKWY.
2'2'FS*18'18'

1.5"

DOLLISON DRIVE
℄

2.5"

2.5"2.5"
13 EX. FS
ST. GRADEST. GRADE
**LIP LIP**712
4''

FROM STA 90+00 TO FAIRFORD AVEDOLLISON DRIVE
CIP NO. 22-23
HORIZ. 1" = 20'
VERT. 1" = 4'

PROFILE
SCALE
RESIDENTIAL STREET REHABILITATION PROJECT - AREA 6
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

GENERAL NOTES

1. REMOVE EXISTING PCC IMPROVEMENTS

CONSTRUCT PCC IMPROVEMENTS

REMOVE EXISTING ASPHALT PAVEMENT, BASE

AND/OR SUBGRADE

ARAM WITH CAPE SEAL
LEGEND
EXISTING FACILITIES, IMPROVEMENTS, LANDSCAPING, ETC. THAT ARE NOT

DESIGNATED FOR REMOVAL SHALL BE PROTECTED IN PLACE OR
TEMPORARILY REMOVED AND REINSTALLED AFTER WORK IS COMPLETED.

SAWCUTTING AND SLOT PAVING REQUIRED FOR NEW CURB AND GUTTER SHALL BE 1' WIDE UNLESS NOTED OTHERWISE.2.

THE LOCATION AND LIMITS OF NEW OR REPLACEMENT CURB, GUTTER

AND/OR SIDEWALK SHOWN HEREON SHALL BE VERIFIED IN THE FIELD WITH THE CITY INSPECTOR PRIOR TO ANY REMOVALS.

3. EXISTING CONCRETE IMPROVEMENTS SHALL BE SAWCUT WHEN REMOVED AND RECONSTRUCTED.

4. ALL EXPOSED SURFACES TO RECEIVE ARHM CAP SHALL BE CRACK SEALED FOR ALL CRACKS GREATER THAN 18".

5. MILL & OVERLAY

DOLLISON DRIVE
92 +50 93 +5091+50+50
N'LY
S'LY
LC
9490
MATCH LINE STA 90+00 SEE SHEET 67MATCH LINE STA 90+00 SEE SHEET 67119 117
123
121
119
117
123
121
119
117
123
121
119
117
123
121
119
117
123
121
119
117
123
121

FAIRFORD AVE
FAIRFORD AVE(SEE SHEET 66)

CONSTRUCTION NOTES
A
B
D

STRIPING NOTES
INSTALL 12" WHITE THERMOPLASTIC CROSSWALK (10' MIN WIDTH), LIMIT LINE, OR YIELD LINE PER CALTRANS STD. PLAN NO. A24E.

INSTALL THERMOPLASTIC "STOP" PAVEMENT MARKING PER CALTRANS STD. PLAN A24D.

INSTALL THERMOPLASTIC DOUBLE YELLOW LINE PER DETAIL 22 PER CALTRANS STD. PLAN A20A.
7 REMOVE EXISTING PAVEMENT AND UNDERLYING MATERIAL TO A DEPTH OF 4" BELOW PROPOSED ROADWAY FINISH SURFACE. RECOMPACT BASE OR SUBGRADE.
8 REMOVE AND RECONSTRUCT PAVEMENT PER DETAIL B ON SHEET 3. 12 CONSTRUCT 2.5” DEPTH AC BASE COURSE. LEAVE 1.5" BELOW PROPOSED ROADWAY FINISH SURFACE.
13 CONSTRUCT 1.5" ARHM CAP.
18 ADJUST VALVE BOX AND COVER TO GRADE.
+00 +91 00 +92 00 +93 00 +94 00
+349511143
1064510645 STOPSTOPSTOPSTOPSTOP(50')(40')(5')(5')(2')(2')12 137 B
A
18 D

C INTERSECTION
34+95.06 FAIRFORD AVE
93+85.77 DOLLISON DR=
L
8 20'(120.50 FS)(120.46 FS)(120.42 FS)(120.38 FS)(120.34 FS)(120.30 FS)(120.26 FS)EXISTING PROFILE @

N'LY LIP OF GTR
(120.54 FS)(120.93 FS)(120.91 FS)(120.89 FS)(120.88 FS)(120.86 FS)(120.85 FS)(120.83 FS)(120.85 FS)120.87 FS120.83 FS120.79 FS120.75 FS120.70 FS120.66 FS+0.96%-0.08%93+50.00 GB120.62 FS93+71.59(120.83) FSPROP PROFILE @ CL

EXISTING
PROFILE @ CL
(120.94 FS)120.92 FS(120.38 FS)(120.37 FS)(120.36 FS)(120.34 FS)(120.31 FS)(120.24 FS)EXISTING PROFILE @

S'LY LIP OF GTR
(120.39 FS)1.5"1.5"

TYPICAL SECTION

DOLLISON DRIVE
CROSSDALE AVE TO STA 91+07.88
SCALE: N.T.S.
* PROP. FS ELEVATIONPER PROFILES
** LIP ELEVATION PERPROFILES
S'LY
R/W
10'
EX. PKWY.
40'
55'
N'LY
R/W
5'
EX.

PKWY.
2'2'FS*18'18'

1.5"

DOLLISON DRIVE
℄

2.5"

2.5"2.5"
13 EX. FS
ST. GRADEST. GRADE
**LIP LIP**712
4''

1.5"1.5"

TYPICAL SECTION

DOLLISON DRIVE
STA 91+07.88 TO FAIRFORD AVE
SCALE: N.T.S.
* PROP. FS ELEVATIONPER PROFILES
** LIP ELEVATION PERPROFILES
S'LY
R/W
5'40'
50'
N'LY
R/W
5'
EX.

PKWY.
2'2'FS*18'18'

1.5"

DOLLISON DRIVE
℄
EX.

PKWY.

2.5"2.5"

2.5"
13 EX. FS
ST. GRADEST. GRADE
**LIP LIP**712
4''

FROM VULTEE AVE TO CLANCEY AVEVIA AMORITA
CIP NO. 22-23 RESIDENTIAL STREET REHABILITATION PROJECT - AREA 6 18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

GENERAL NOTES

1. REMOVE EXISTING PCC IMPROVEMENTS

CONSTRUCT PCC IMPROVEMENTS

REMOVE EXISTING ASPHALT PAVEMENT, BASE

AND/OR SUBGRADE

ARAM WITH CAPE SEAL
LEGEND
EXISTING FACILITIES, IMPROVEMENTS, LANDSCAPING, ETC. THAT ARE NOT

DESIGNATED FOR REMOVAL SHALL BE PROTECTED IN PLACE OR
TEMPORARILY REMOVED AND REINSTALLED AFTER WORK IS COMPLETED.

SAWCUTTING AND SLOT PAVING REQUIRED FOR NEW CURB AND GUTTER SHALL BE 1' WIDE UNLESS NOTED OTHERWISE.2.

THE LOCATION AND LIMITS OF NEW OR REPLACEMENT CURB, GUTTER

AND/OR SIDEWALK SHOWN HEREON SHALL BE VERIFIED IN THE FIELD WITH THE CITY INSPECTOR PRIOR TO ANY REMOVALS.

3. EXISTING CONCRETE IMPROVEMENTS SHALL BE SAWCUT WHEN REMOVED AND RECONSTRUCTED.

4. ALL EXPOSED SURFACES TO RECEIVE ARHM CAP SHALL BE CRACK SEALED FOR ALL CRACKS GREATER THAN 18".

5. MILL & OVERLAY

VIA AMORITA VULTEE AVE
MATCH LINE STA 16+00 SEE BELOW LEFTCONSTRUCTION NOTES

CLANCEY AVEVIA AMORITA
MATCH LINE STA 16+00 SEE ABOVE RIGHT16 ADJUST MANHOLE TO GRADE. 9 CONSTRUCT ASPHALT RUBBER AGGREGATE MEMBRANE (ARAM) WITH TYPE 2 SLURRY CAPE SEAL. CONTRACTOR SHALL REPAIR POTHOLES AT THE DIRECTION OF THE ENGINEER BEFORE PLACING ARAM.

TYPICAL SECTION

VIA AMORITA

VULTEE AVE TO CLANCEY AVE
SCALE: N.T.S.

S'LY
R/W
13 EX. PKWY.EX. PKWY.
9 37
60 N'LY
R/W
10 EX. PKWY.
1'1'

17.5'17.5'

VIA AMORITA
℄+4900+00 +17 00 +18 00 +19 00 +19 35
(60')(37')(10')(13')(1')(1')C INTERSECTION
48+75.20 CLANCEY AVE
19+35.41 VIA AMONITA=
L
16 SMH
9 9063 9105 9111 9117 9123
9060 9102 9110 9116 10333+4800+12 00 +13 00 +14 00 +15 00 +16 (60')(37')(10')(13')(1')(1')C INTERSECTION
47+77.77 VULTEE AVE
12+00.00 VIA AMONITA=
L
16 SMH
16 SMH
9 9027 9033 9039 9045 9051 9057
10334 9034 9040 9048 9054 9060

N'LY
R/W
S'LY
R/W

8.5'
12'12'

8.5'8.5'8.5'

TYPICAL SECTION
EX. PKWY.EX. PKWY.
9 1'1'
36'
60'

GOTHAM STREET

WOODRUFF AVE TO PANGBORN AVE
SCALE: N.T.S.

GOTHAM ST
℄
+00 +37 00 +38 00 +39 00 +40WMWMWM WM(60')(36')(12')(12')(1')(1')16 SMH
9 9345 9351 9359 9365 9371 9377 9383
C C C
C+4000+35 00 +36WMWMWMC INTERSECTION
39+79.60 WOODRUFF AVE
31+21.39 GOTHAM ST=
L

C INTERSECTION
38+86.00 EGLISE AVE
34+00.00 GOTHAM ST=
L
(60')(36')(12')(12')(1')(1')16
SMH
16 SMH
18 16
SMH
9 9303 9309 9315 9321 9327 9333 9337
C C C
C C
L
L
BA
FROM WOODRUFF AVE TO PANGBORN AVEGOTHAM STREETMATCH LINE STA 36+00 SEE ABOVE RIGHTCIP NO. 22-23 RESIDENTIAL STREET REHABILITATION PROJECT - AREA 6 18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

GENERAL NOTES

1. REMOVE EXISTING PCC IMPROVEMENTS

CONSTRUCT PCC IMPROVEMENTS

REMOVE EXISTING ASPHALT PAVEMENT, BASE

AND/OR SUBGRADE

ARAM WITH CAPE SEAL
LEGEND
EXISTING FACILITIES, IMPROVEMENTS, LANDSCAPING, ETC. THAT ARE NOT

DESIGNATED FOR REMOVAL SHALL BE PROTECTED IN PLACE OR
TEMPORARILY REMOVED AND REINSTALLED AFTER WORK IS COMPLETED.

SAWCUTTING AND SLOT PAVING REQUIRED FOR NEW CURB AND GUTTER SHALL BE 1' WIDE UNLESS NOTED OTHERWISE.2.

THE LOCATION AND LIMITS OF NEW OR REPLACEMENT CURB, GUTTER

AND/OR SIDEWALK SHOWN HEREON SHALL BE VERIFIED IN THE FIELD WITH THE CITY INSPECTOR PRIOR TO ANY REMOVALS.

3. EXISTING CONCRETE IMPROVEMENTS SHALL BE SAWCUT WHEN REMOVED AND RECONSTRUCTED.

4. ALL EXPOSED SURFACES TO RECEIVE ARHM CAP SHALL BE CRACK SEALED FOR ALL CRACKS GREATER THAN 18".

5. MILL & OVERLAY

WOODRUFF AVE
MATCH LINE STA 36+00 SEE BELOW LEFTGOTHAM STREET

GOTHAM STREET

CONSTRUCTION NOTES
A
B

STRIPING NOTES
C
INSTALL 12" WHITE THERMOPLASTIC CROSSWALK (10' MIN WIDTH), LIMIT LINE, OR YIELD LINE PER CALTRANS STD. PLAN NO. A24E.

INSTALL THERMOPLASTIC "STOP" PAVEMENT MARKING PER CALTRANS STD. PLAN A24D.

EGLISE AVE
MATCH LINE STA 40+00 SEE SHEET 71(SEE SHEET 17)
L INSTALL 12'' YELLOW THERMOPLASTIC LADDER CROSS WALK (10' MIN WIDTH)

N'LY
R/W
S'LY
R/W

8.5'
12'12'

8.5'8.5'8.5'

TYPICAL SECTION
EX. PKWY.EX. PKWY.
9 1'1'
36'
60'

GOTHAM STREET

WOODRUFF AVE TO PANGBORN AVE
SCALE: N.T.S.

GOTHAM ST
℄+3400+00 +41 00 +42 00 +43 00 +44 00 +45+38+3870STOP

C INTERSECTION
38+70.37 Alignment - HASTY
40+94.77 GOTHAM ST=

L C INTERSECTION
35+00.00 CASANES AVE
44+26.73 GOTHAM ST=
L
(60')(36')(12')(12')(1')(1')16
SMH
16 SMH
16 9
9389 10452 10453
C C C
L
G
+3900+00 +46 00 +47 00

C INTERSECTION
38+77.52 PANGBORN AVE
47+42.62 GOTHAM ST=
L
(60')(36')(12')(12')(1')(1')16
SMH
16 SMH
9 945710452
B A
FROM WOODRUFF AVE TO PANGBORN AVEGOTHAM STREETMATCH LINE STA 40+00 SEE SHEET 70CIP NO. 22-23 RESIDENTIAL STREET REHABILITATION PROJECT - AREA 6 18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

GENERAL NOTES

1. REMOVE EXISTING PCC IMPROVEMENTS

CONSTRUCT PCC IMPROVEMENTS

REMOVE EXISTING ASPHALT PAVEMENT, BASE

AND/OR SUBGRADE

ARAM WITH CAPE SEAL
LEGEND
EXISTING FACILITIES, IMPROVEMENTS, LANDSCAPING, ETC. THAT ARE NOT

DESIGNATED FOR REMOVAL SHALL BE PROTECTED IN PLACE OR
TEMPORARILY REMOVED AND REINSTALLED AFTER WORK IS COMPLETED.

SAWCUTTING AND SLOT PAVING REQUIRED FOR NEW CURB AND GUTTER SHALL BE 1' WIDE UNLESS NOTED OTHERWISE.2.

THE LOCATION AND LIMITS OF NEW OR REPLACEMENT CURB, GUTTER

AND/OR SIDEWALK SHOWN HEREON SHALL BE VERIFIED IN THE FIELD WITH THE CITY INSPECTOR PRIOR TO ANY REMOVALS.

3. EXISTING CONCRETE IMPROVEMENTS SHALL BE SAWCUT WHEN REMOVED AND RECONSTRUCTED.

4. ALL EXPOSED SURFACES TO RECEIVE ARHM CAP SHALL BE CRACK SEALED FOR ALL CRACKS GREATER THAN 18".

5. MILL & OVERLAY

GOTHAM STREETHASTY AVE

CONSTRUCTION NOTES

STRIPING NOTES

G INSTALL RAISED BLUE PAVEMENT MARKER PER CA MUTCD FIGURE 3B-102(CA).
9 CONSTRUCT ASPHALT RUBBER AGGREGATE MEMBRANE (ARAM) WITH TYPE 2 SLURRY CAPE SEAL. CONTRACTOR SHALL REPAIR POTHOLES AT THE DIRECTION OF THE ENGINEER BEFORE PLACING ARAM.
16 ADJUST MANHOLE TO GRADE.MATCH LINE STA 45+00 SEE ABOVE RIGHTMATCH LINE STA 45+00 SEE BELOW LEFTCASANES AVE

PANGBORN AVEGOTHAM STREET
(SEE SHEET 72)
CASANES AVE(SEE SHEET 38)
A
B
C
INSTALL 12" WHITE THERMOPLASTIC CROSSWALK (10' MIN WIDTH), LIMIT LINE, OR YIELD LINE PER CALTRANS STD. PLAN NO. A24E.

INSTALL THERMOPLASTIC "STOP" PAVEMENT MARKING PER CALTRANS STD. PLAN A24D.

INSTALL THERMOPLASTIC PAVEMENT MARKING AS INDICATED PER CALTRANS STD. PLAN A24D & A24E.

L INSTALL 12'' YELLOW THERMOPLASTIC LADDER CROSS WALK (10' MIN WIDTH)

FROM GOTHAM ST AVE TO VIA AMORITAHASTY AVE
CIP NO. 22-23 RESIDENTIAL STREET REHABILITATION PROJECT - AREA 6 18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

GENERAL NOTES

1. REMOVE EXISTING PCC IMPROVEMENTS

CONSTRUCT PCC IMPROVEMENTS

REMOVE EXISTING ASPHALT PAVEMENT, BASE

AND/OR SUBGRADE

ARAM WITH CAPE SEAL
LEGEND
EXISTING FACILITIES, IMPROVEMENTS, LANDSCAPING, ETC. THAT ARE NOT

DESIGNATED FOR REMOVAL SHALL BE PROTECTED IN PLACE OR
TEMPORARILY REMOVED AND REINSTALLED AFTER WORK IS COMPLETED.

SAWCUTTING AND SLOT PAVING REQUIRED FOR NEW CURB AND GUTTER SHALL BE 1' WIDE UNLESS NOTED OTHERWISE.2.

THE LOCATION AND LIMITS OF NEW OR REPLACEMENT CURB, GUTTER

AND/OR SIDEWALK SHOWN HEREON SHALL BE VERIFIED IN THE FIELD WITH THE CITY INSPECTOR PRIOR TO ANY REMOVALS.

3. EXISTING CONCRETE IMPROVEMENTS SHALL BE SAWCUT WHEN REMOVED AND RECONSTRUCTED.

4. ALL EXPOSED SURFACES TO RECEIVE ARHM CAP SHALL BE CRACK SEALED FOR ALL CRACKS GREATER THAN 18".

5. MILL & OVERLAY

HASTY AVEGOTHAM STREET
MATCH LINE STA 40+50 SEE BELOW LEFTCONSTRUCTION NOTES

STRIPING NOTES

HASTY AVE VIA AMORITA
MATCH LINE STA 40+50 SEE ABOVE RIGHT9 CONSTRUCT ASPHALT RUBBER AGGREGATE MEMBRANE (ARAM) WITH TYPE 2 SLURRY CAPE SEAL. CONTRACTOR SHALL REPAIR POTHOLES AT THE DIRECTION OF THE ENGINEER BEFORE PLACING ARAM.
16 ADJUST MANHOLE TO GRADE.FARM STREET

BIGBY STREET
(SEE SHEET 71)(SEE SHEET 31)
(SEE STREET 30)
VIA AMORITA(SEE SHEET 29)
A
B
INSTALL 12" WHITE THERMOPLASTIC CROSSWALK (10' MIN WIDTH), LIMIT LINE, OR YIELD LINE PER CALTRANS STD. PLAN NO. A24E.

INSTALL THERMOPLASTIC "STOP" PAVEMENT MARKING PER CALTRANS STD. PLAN A24D.

TYPICAL SECTION

HASTY STREET

GOTHAM AVE TO VIA AMORITA AVE
SCALE: N.T.S.

S'LY
R/W
12'
EX. PKWY.EX. PKWY.
9 30'
54'
N'LY
R/W
12'
EX. PKWY.
1'1'
14'14'

HASTY ST
℄+4000+37 20 +38 00 +39 00 +40 00
+4100+37 20+38 00+38 70 +4000+4072+37 20 +38 00 +39 00 +40 00 +4100(54')(30')(12')(12')(1')(1')C INTERSECTION
40+94.77 GOTHAM ST
38+70.37 HASTY AVE=
L
9 16
SMH
SMH
WM
9389 9388 9389
10452 10446 10440 10434 10428 10420 10414
16BA
+4000+4400+41 00 +42 00 +43 00 +44 00 +45 00
+4400+4000+4070+41 00 +42 00 +43 00 +44 00 +45 00(54')(30')(12')(12')(1')(1')C INTERSECTION 43+90.92 VIA AMORITA
45+00.00 HASTY AVE=
L
9 SMH
SMH
STA 44+74.35
9388 9389 9388
10440 10343 10428 10420 10414 10406 10402
16 16

FROM CORD AVE TO PANGBORN AVEPELLET STREETMATCH LINE STA 40+00 SEE ABOVE RIGHT CIP NO. 22-23 RESIDENTIAL STREET REHABILITATION PROJECT - AREA 6 18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

GENERAL NOTES

1. REMOVE EXISTING PCC IMPROVEMENTS

CONSTRUCT PCC IMPROVEMENTS

REMOVE EXISTING ASPHALT PAVEMENT, BASE

AND/OR SUBGRADE

ARAM WITH CAPE SEAL
LEGEND
EXISTING FACILITIES, IMPROVEMENTS, LANDSCAPING, ETC. THAT ARE NOT

DESIGNATED FOR REMOVAL SHALL BE PROTECTED IN PLACE OR
TEMPORARILY REMOVED AND REINSTALLED AFTER WORK IS COMPLETED.

SAWCUTTING AND SLOT PAVING REQUIRED FOR NEW CURB AND GUTTER SHALL BE 1' WIDE UNLESS NOTED OTHERWISE.2.

THE LOCATION AND LIMITS OF NEW OR REPLACEMENT CURB, GUTTER

AND/OR SIDEWALK SHOWN HEREON SHALL BE VERIFIED IN THE FIELD WITH THE CITY INSPECTOR PRIOR TO ANY REMOVALS.

3. EXISTING CONCRETE IMPROVEMENTS SHALL BE SAWCUT WHEN REMOVED AND RECONSTRUCTED.

4. ALL EXPOSED SURFACES TO RECEIVE ARHM CAP SHALL BE CRACK SEALED FOR ALL CRACKS GREATER THAN 18".

5. MILL & OVERLAY

CORD AVE PELLET STREET
MATCH LINE STA 40+00 SEE BELOW LEFTMATCH LINE STA 42+50 SEE SHEET 74PELLET STREET

CONSTRUCTION NOTES
1 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT ACCESS RAMP WITH DETECTABLE WARNING DEVICE PER SPPWC STD. PLAN NO. 111-5 AND DETAIL A ON SHEET 3.
16 ADJUST MANHOLE TO GRADE.
9 CONSTRUCT ASPHALT RUBBER AGGREGATE MEMBRANE (ARAM) WITH TYPE 2 SLURRY CAPE SEAL. CONTRACTOR SHALL REPAIR POTHOLES AT THE DIRECTION OF THE ENGINEER BEFORE PLACING ARAM.

HASTY AVE
(SEE SHEET 40)
+00 +41 00 +42 00
+1400+00 +41 00 +42 00
+1400+00 +41 00 +42 00
+1400WMWMC INTERSECTION
14+00.00 HASTY AVE
40+79.49 PELLET ST=
L
(12')(12')(1')(1')16
SMH
16 SMH(60')(36')9
10945
9422 9428 9434 9442 9446
10944 9447
WM
+36 95 +37 00 +38 00 +39 00 +40
+36 95 +37 00 +38 00 +39 00 +40
+36 95 +37 00 +38 00 +39 00 +401094410943
WMWMWMWMWMWM(12')(12')(1')(1')16
SMH
16 SMH
36+63(60')(36')9
9332 9338 9402 9408 9414 9422
10945
1 CONCRETE
1 8'8'9'9'
N'LY
R/W
S'LY
R/W
12'12'

TYPICAL SECTION
EX. PKWY.EX. PKWY.
1'1'
36'
60'

PELLET ST
STA 36+63 TO PANGBORN AVE
SCALE: N.T.S.

PELLET ST
℄
9 FROM CORD AVE TO PANGBORN AVEPELLET STREET
CIP NO. 22-23 RESIDENTIAL STREET REHABILITATION PROJECT - AREA 6 18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

GENERAL NOTES

1. REMOVE EXISTING PCC IMPROVEMENTS

CONSTRUCT PCC IMPROVEMENTS

REMOVE EXISTING ASPHALT PAVEMENT, BASE

AND/OR SUBGRADE

ARAM WITH CAPE SEAL
LEGEND
EXISTING FACILITIES, IMPROVEMENTS, LANDSCAPING, ETC. THAT ARE NOT

DESIGNATED FOR REMOVAL SHALL BE PROTECTED IN PLACE OR
TEMPORARILY REMOVED AND REINSTALLED AFTER WORK IS COMPLETED.

SAWCUTTING AND SLOT PAVING REQUIRED FOR NEW CURB AND GUTTER SHALL BE 1' WIDE UNLESS NOTED OTHERWISE.2.

THE LOCATION AND LIMITS OF NEW OR REPLACEMENT CURB, GUTTER

AND/OR SIDEWALK SHOWN HEREON SHALL BE VERIFIED IN THE FIELD WITH THE CITY INSPECTOR PRIOR TO ANY REMOVALS.

3. EXISTING CONCRETE IMPROVEMENTS SHALL BE SAWCUT WHEN REMOVED AND RECONSTRUCTED.

4. ALL EXPOSED SURFACES TO RECEIVE ARHM CAP SHALL BE CRACK SEALED FOR ALL CRACKS GREATER THAN 18".

5. MILL & OVERLAY

CASANES AVE PELLET STREET

CONSTRUCTION NOTES
1 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT ACCESS RAMP WITH DETECTABLE WARNING DEVICE PER SPPWC STD. PLAN NO. 111-5 AND DETAIL A ON SHEET 3.
4 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT PCC SIDEWALK PER SPPWC STD. PLAN NO. 112-2.
16 ADJUST MANHOLE TO GRADE.
9 CONSTRUCT ASPHALT RUBBER AGGREGATE MEMBRANE (ARAM) WITH TYPE 2 SLURRY CAPE SEAL. CONTRACTOR SHALL REPAIR POTHOLES AT THE DIRECTION OF THE ENGINEER BEFORE PLACING ARAM.

PANGBORN AVE
MATCH LINE STA 42+50 SEE SHEET 73 (SEE SHEET 75)(SEE SHEET 41) 8'8'9'9'
N'LY
R/W
S'LY
R/W
12'12'

TYPICAL SECTION
EX. PKWY.EX. PKWY.
1'1'
36'
60'

PELLET ST
STA 36+63 TO PANGBORN AVE
SCALE: N.T.S.

PELLET ST
℄
9 +43 00 +44 00 +45 00 +46 00
+1400+43 00 +44 00 +45 00 +46 00
+1400+43 00 +44 00 +45 00 +46 00
+1400WMWMWMWMWMWMC INTERSECTION
14+00.00 CASANES AVE
43+55.88 PELLET ST=
L

C INTERSECTION
14+21.07 PANGBORN AVE
47+00.00 PELLET ST=
L(12')(12')(1')(1')16
SMHWM 9 (60')(36')9453
10944
9469 9475 11021
9450 9456 9460 9466 9470 9476 11103
16 1
4 4
1 FROM PELLET ST TO CECILIA STCASANES AVENUE
CIP NO. 22-23 RESIDENTIAL STREET REHABILITATION PROJECT - AREA 6 18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

GENERAL NOTES

1. REMOVE EXISTING PCC IMPROVEMENTS

CONSTRUCT PCC IMPROVEMENTS

REMOVE EXISTING ASPHALT PAVEMENT, BASE

AND/OR SUBGRADE

ARAM WITH CAPE SEAL
LEGEND
EXISTING FACILITIES, IMPROVEMENTS, LANDSCAPING, ETC. THAT ARE NOT

DESIGNATED FOR REMOVAL SHALL BE PROTECTED IN PLACE OR
TEMPORARILY REMOVED AND REINSTALLED AFTER WORK IS COMPLETED.

SAWCUTTING AND SLOT PAVING REQUIRED FOR NEW CURB AND GUTTER SHALL BE 1' WIDE UNLESS NOTED OTHERWISE.2.

THE LOCATION AND LIMITS OF NEW OR REPLACEMENT CURB, GUTTER

AND/OR SIDEWALK SHOWN HEREON SHALL BE VERIFIED IN THE FIELD WITH THE CITY INSPECTOR PRIOR TO ANY REMOVALS.

3. EXISTING CONCRETE IMPROVEMENTS SHALL BE SAWCUT WHEN REMOVED AND RECONSTRUCTED.

4. ALL EXPOSED SURFACES TO RECEIVE ARHM CAP SHALL BE CRACK SEALED FOR ALL CRACKS GREATER THAN 18".

5. MILL & OVERLAY

CASANES AVENUE
MATCH LINE STA 18+00 SEE ABOVE RIGHTMATCH LINE STA 18+00 SEE BELOW LEFTCONSTRUCTION NOTES G

STRIPING NOTES

INSTALL RAISED BLUE PAVEMENT MARKER PER CA MUTCD FIGURE 3B-102(CA)

CASANES AVENUE

PELLET ST
9 CONSTRUCT ASPHALT RUBBER AGGREGATE MEMBRANE (ARAM) WITH TYPE 2 SLURRY CAPE SEAL. CONTRACTOR SHALL REPAIR POTHOLES AT THE DIRECTION OF THE ENGINEER BEFORE PLACING ARAM.
16 ADJUST MANHOLE TO GRADE.MATCH LINE STA 21+00 SEE SHEET 76(SEE SHEET 74) 17'17'
9 TYPICAL SECTION

CASANES AVENUE
PELLET ST TO STA 25+00
SCALE: N.T.S.

E'LY
R/W
13'
EX. PKWY.EX. PKWY.
36'
60'
W'LY
R/W
11'
EX. PKWY.
1'1'

CASANES AVE
℄
+00 +19 00 +20 00 +21
WM
WM
WM
WM
WM WM
(36')(60')(11')(13')(1')(1')9
16 SMH
10907 10903 10851 10845 10841 10835
10908 10902 10850 10844 10840 10834+4300+4400+15 00 +16 00 +17 00 +18 WM
WM
WM
WM WM
WM
WM
WM (36')(60')(11')(13')(1')(1')C INTERSECTION
14+05.15 PELLET ST
14+00.00 CASANES AVE=
L
9 16
SMH
16 SMH
9453 10935 10929 10923 10919 10913
10944 10932 10928 10922 10918 10912
G

FROM PELLET ST TO CECILIA STCASANES AVENUE
CIP NO. 22-23 RESIDENTIAL STREET REHABILITATION PROJECT - AREA 6 18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

GENERAL NOTES

1. REMOVE EXISTING PCC IMPROVEMENTS

CONSTRUCT PCC IMPROVEMENTS

REMOVE EXISTING ASPHALT PAVEMENT, BASE

AND/OR SUBGRADE

ARAM WITH CAPE SEAL
LEGEND
EXISTING FACILITIES, IMPROVEMENTS, LANDSCAPING, ETC. THAT ARE NOT

DESIGNATED FOR REMOVAL SHALL BE PROTECTED IN PLACE OR
TEMPORARILY REMOVED AND REINSTALLED AFTER WORK IS COMPLETED.

SAWCUTTING AND SLOT PAVING REQUIRED FOR NEW CURB AND GUTTER SHALL BE 1' WIDE UNLESS NOTED OTHERWISE.2.

THE LOCATION AND LIMITS OF NEW OR REPLACEMENT CURB, GUTTER

AND/OR SIDEWALK SHOWN HEREON SHALL BE VERIFIED IN THE FIELD WITH THE CITY INSPECTOR PRIOR TO ANY REMOVALS.

3. EXISTING CONCRETE IMPROVEMENTS SHALL BE SAWCUT WHEN REMOVED AND RECONSTRUCTED.

4. ALL EXPOSED SURFACES TO RECEIVE ARHM CAP SHALL BE CRACK SEALED FOR ALL CRACKS GREATER THAN 18".

5. MILL & OVERLAY

CASANES AVENUE
MATCH LINE STA 24+00 SEE ABOVE RIGHTMATCH LINE STA 24+00 SEE BELOW LEFTCONSTRUCTION NOTES A
B
D

STRIPING NOTES
INSTALL 12" WHITE THERMOPLASTIC CROSSWALK (10' MIN WIDTH), LIMIT LINE, OR YIELD LINE PER CALTRANS STD. PLAN NO. A24E.

INSTALL THERMOPLASTIC "STOP" PAVEMENT MARKING PER
CALTRANS STD. PLAN A24D.

INSTALL THERMOPLASTIC DOUBLE YELLOW LINE PER LINE DETIAL 22 PER CALTRANS STD. PLAN A20A

CASANES AVENUE CECILIA ST
9 CONSTRUCT ASPHALT RUBBER AGGREGATE MEMBRANE (ARAM) WITH TYPE 2 SLURRY CAPE SEAL. CONTRACTOR SHALL REPAIR POTHOLES AT THE DIRECTION OF THE ENGINEER BEFORE PLACING ARAM.
16 ADJUST MANHOLE TO GRADE.MATCH LINE STA 21+00 SEE SHEET 75CECILIA ST 19 MILL EXISTING PAVEMENT TO A DEPTH OF 1.5"
13 CONSTRUCT 1.5" ARHM CAP.
(SEE SHEET 40)
17'17'
9 TYPICAL SECTION

CASANES AVENUE
PELLET ST TO STA 25+00
SCALE: N.T.S.

E'LY
R/W
13'
EX. PKWY.EX. PKWY.
36'
60'
W'LY
R/W
11'
EX. PKWY.
1'1'

CASANES AVE
℄
+00 +22 00 +23 00 +24
WM
WM
WM
WM
WM
WM
WM(36')(60')(12')(13')(1')(1')9
16 SMH
10829 10823 10819 10815 10811
10828 10824 10818 10812 10808
D
+4400+00 +25 00
WM
(12')(13')(1')(3')C INTERSECTION
44+00.95 CECILIA ST
24+67.63 CASANES AVE=
L

C INTERSECTION
44+01.45 CECILIA ST
25+40.22 CASANES AVE=
L
9 16
SMH 25+0010805 10801
10804 9437
9433
9429
9423
STOPD
(36')(60')A
B
D

7'7'7'7'
W'LY
R/W
E'LY
R/W
12'12'

TYPICAL SECTION
EX. PKWY.EX. PKWY.
9 1'1'
30'
54'

LA VILLA ST
PANGBORN AVE TO STA 52+00
SCALE: N.T.S.

LA VILLA ST
℄
7'-VARIES 7'-VARIES7'-VARIES 7'-VARIES
W'LY
R/W
E'LY
R/W
12'-VARIES 12'-VARIES

TYPICAL SECTION
EX. PKWY.EX. PKWY.
1'1'
30'
54'

LA VILLA ST

LA VILLA ST THROUGH, L KNUCKLE
SCALE: N.T.S.

ARDINE ST
℄
13 19+51 00 +52 00
+2200WMWMWMC INTERSECTION
22+36.00 NEWVILLE AVE
52+61.67 LA VILLA ST=
L
(54')(30')(12')(12')(1')(1')52+0021+68
13 199
SMH
16 9535 9541 9547
9551 9555
10824
10828
1083195409536
G+2200+48 00 +49 00 +50 00WMWM

WMWMWMC INTERSECTION
22+16.34 PANGBORN AVE
47+00.00 LA VILLA ST=
L
(54')(30')(12')(12')(1')(1')SMH
16 9
9503 9515 9519 9525 9531
9502 9514 9518 9524 9530

FROM PANGBORN AVE TO NEWVILLE STLA VILLA STREET
CIP NO. 22-23 RESIDENTIAL STREET REHABILITATION PROJECT - AREA 6 18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

GENERAL NOTES

1. REMOVE EXISTING PCC IMPROVEMENTS

CONSTRUCT PCC IMPROVEMENTS

REMOVE EXISTING ASPHALT PAVEMENT, BASE

AND/OR SUBGRADE

ARAM WITH CAPE SEAL
LEGEND
EXISTING FACILITIES, IMPROVEMENTS, LANDSCAPING, ETC. THAT ARE NOT

DESIGNATED FOR REMOVAL SHALL BE PROTECTED IN PLACE OR
TEMPORARILY REMOVED AND REINSTALLED AFTER WORK IS COMPLETED.

SAWCUTTING AND SLOT PAVING REQUIRED FOR NEW CURB AND GUTTER SHALL BE 1' WIDE UNLESS NOTED OTHERWISE.2.

THE LOCATION AND LIMITS OF NEW OR REPLACEMENT CURB, GUTTER

AND/OR SIDEWALK SHOWN HEREON SHALL BE VERIFIED IN THE FIELD WITH THE CITY INSPECTOR PRIOR TO ANY REMOVALS.

3. EXISTING CONCRETE IMPROVEMENTS SHALL BE SAWCUT WHEN REMOVED AND RECONSTRUCTED.

4. ALL EXPOSED SURFACES TO RECEIVE ARHM CAP SHALL BE CRACK SEALED FOR ALL CRACKS GREATER THAN 18".

5. MILL & OVERLAY

PANGBORN AVE
MATCH LINE STA 50+50 SEE BELOW LEFTLA VILLA STREET

CONSTRUCTION NOTES
G

STRIPING NOTES

INSTALL RAISED BLUE PAVEMENT MARKER PER CA MUTCD FIGURE 3B-102(CA)
9 CONSTRUCT ASPHALT RUBBER AGGREGATE MEMBRANE (ARAM) WITH TYPE 2 SLURRY CAPE SEAL. CONTRACTOR SHALL REPAIR POTHOLES AT THE DIRECTION OF THE ENGINEER BEFORE PLACING ARAM.
13 CONSTRUCT 1.5 ARHM CAP.
16 ADJUST MANHOLE TO GRADE.
19 MILL EXISTING PAVEMENT TO A DEPTH OF 1.5".

NEWVILLE AVE

LA VILLA STREET
MATCH LINE STA 50+50 SEE ABOVE RIGHT(SEE SHEET 42)
(SEE SHEET 79)

6'6'6'6'
W'LY
R/W
E'LY
R/W
12'12'

TYPICAL SECTION
EX. PKWY.EX. PKWY.
9 1'1'
26'
50'

ARDINE ST

PANGBORN AVE TO NEWVILLE ST
SCALE: N.T.S.

FOSTORIA ST
℄
+00 +51 00 +52 00
+00+2000WMWMWMWMWM(50')(26')(12')(12')(1')(1')C INTERSECTION 19+68.00 NEWVILLE AVE52+61.67 FOSTORIA ST=
L
9 SMH
16 9531 9537 9541 10845
9530 9536 9542 10903+1900+2000+48 00 +49 00 +50WM
WMWMWM(50')(26')(12')(12')(1')(1')C INTERSECTION
19+48.34 PANGBORN AVE
47+00.00 FOSTORIA ST=
L
9 9503 9515 9519 9525
9502 9514 9518 9524

FROM PANGBORN AVE TO NEWVILLE STFOSTORIA STREET
CIP NO. 22-23 RESIDENTIAL STREET REHABILITATION PROJECT - AREA 6 18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

GENERAL NOTES

1. REMOVE EXISTING PCC IMPROVEMENTS

CONSTRUCT PCC IMPROVEMENTS

REMOVE EXISTING ASPHALT PAVEMENT, BASE

AND/OR SUBGRADE

ARAM WITH CAPE SEAL
LEGEND
EXISTING FACILITIES, IMPROVEMENTS, LANDSCAPING, ETC. THAT ARE NOT

DESIGNATED FOR REMOVAL SHALL BE PROTECTED IN PLACE OR
TEMPORARILY REMOVED AND REINSTALLED AFTER WORK IS COMPLETED.

SAWCUTTING AND SLOT PAVING REQUIRED FOR NEW CURB AND GUTTER SHALL BE 1' WIDE UNLESS NOTED OTHERWISE.2.

THE LOCATION AND LIMITS OF NEW OR REPLACEMENT CURB, GUTTER

AND/OR SIDEWALK SHOWN HEREON SHALL BE VERIFIED IN THE FIELD WITH THE CITY INSPECTOR PRIOR TO ANY REMOVALS.

3. EXISTING CONCRETE IMPROVEMENTS SHALL BE SAWCUT WHEN REMOVED AND RECONSTRUCTED.

4. ALL EXPOSED SURFACES TO RECEIVE ARHM CAP SHALL BE CRACK SEALED FOR ALL CRACKS GREATER THAN 18".

5. MILL & OVERLAY

PANGBORN AVE
MATCH LINE STA 50+00 SEE BELOW LEFTFOSTORIA STREET

FOSTORIA STREET NEWVILLE STREET
MATCH LINE STA 50+00 SEE ABOVE RIGHT(SEE SHEET 42)
(SEE SHEET 79)

+5200+21 00 +22 00
WM

C INTERSECTION
52+61.67 LA VILLA ST
22+36.00 NEWVILLE AVE=
L
(54')(30')(1')(1')(11')(13')WM
9 SMH
1621+6810845
10838 10832
10831
10828 10824
9555
9551
9547+5200+5300+5200+17 00 +18 00 +19 00 +20 00
WM
WM
WM
WM

C INTERSECTION
52+61.00 ARDINE ST
17+00.00 NEWVILLE AVE=

L C INTERSECTION
52+61.67 FOSTORIA ST
19+68.00 NEWVILLE AVE=
L
(54')(30')(1')(1')(11')(13')9
SMH
16 10919 10903 10845
10918 10912 10908 10902 10850 10844
G
FH
W'LY
R/W
E'LY
R/W
7'
13'11'
7'7'7'

TYPICAL SECTION

NEWVILLE AVENUE
ARDINE ST TO STA 21+68
SCALE: N.T.S.

EX. PKWY.EX. PKWY.
1'1'
30'
54'

NEWVILLE AVE
℄
9 ARDINE STREET TO LA VILLA STREETNEWVILLE AVE
CIP NO. 22-23 RESIDENTIAL STREET REHABILITATION PROJECT - AREA 6 18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

GENERAL NOTES

1. REMOVE EXISTING PCC IMPROVEMENTS

CONSTRUCT PCC IMPROVEMENTS

REMOVE EXISTING ASPHALT PAVEMENT, BASE

AND/OR SUBGRADE

ARAM WITH CAPE SEAL
LEGEND
EXISTING FACILITIES, IMPROVEMENTS, LANDSCAPING, ETC. THAT ARE NOT

DESIGNATED FOR REMOVAL SHALL BE PROTECTED IN PLACE OR
TEMPORARILY REMOVED AND REINSTALLED AFTER WORK IS COMPLETED.

SAWCUTTING AND SLOT PAVING REQUIRED FOR NEW CURB AND GUTTER SHALL BE 1' WIDE UNLESS NOTED OTHERWISE.2.

THE LOCATION AND LIMITS OF NEW OR REPLACEMENT CURB, GUTTER

AND/OR SIDEWALK SHOWN HEREON SHALL BE VERIFIED IN THE FIELD WITH THE CITY INSPECTOR PRIOR TO ANY REMOVALS.

3. EXISTING CONCRETE IMPROVEMENTS SHALL BE SAWCUT WHEN REMOVED AND RECONSTRUCTED.

4. ALL EXPOSED SURFACES TO RECEIVE ARHM CAP SHALL BE CRACK SEALED FOR ALL CRACKS GREATER THAN 18".

5. MILL & OVERLAY

NEWVILLE AVENUEARDINE STREET
MATCH LINE STA 20+50 SEE BOTTOM LEFTCONSTRUCTION NOTES
G

STRIPING NOTES

CONSTRUCT 1.5" ARHM CAP

FOSTORIA STREET
MATCH LINE STA 20+50 SEE ABOVE RIGHTNEWVILLE AVE LA VILLA STREET (SEE SHEET 43)(SEE SHEET 78)
(SEE SHEET 77)

ATTACHMENT C

SUMMARY OF STREETS FOR REHABILITATION

STREET FROM TO AREA (SF)
BAYSINGER ST VULTEE AVE HALEDON AVE 31,722
IRWINGROVE DR VULTEE AVE CLANCEY AVE 19,460
VIA AMORITA CHANEY AVE END 3,840
BIGBY ST VULTEE AVE CLANCEY AVE 18,340
FARM ST VULTEE AVE CLANCEY AVE 18,340
GOTHAM ST LAKEWOOD BLVD CHANEY AVE 43,360
ARRINGON AVE MULLER ST CUL-DE-SAC 15,198
MULLER ST LAKEWOOD BLVD CLANCEY AVE 21,728
MULLER ST CLANCEY AVE CHANEY AVE 15,904
MULLER ST CHANEY AVE WOODRUFF AVE 34,034
LEMORAN AVE MULLER ST CUL-DE-SAC 9,128
BRIERBUSH AVE MULLER ST CUL-DE-SAC 9,184
GARNISH DR MULLER ST END 12,404
EGLISE AVE WOODRUFF AVE GOTHAM ST 11,936
SHELLYFIELD RD CECILIA ST GOTHAM ST 41,188
CECILIA ST LAKEWOOD BLVD WOODRUFF AVE 75,999
BUELL ST CHANEY ACE CECILIA ST 27,804
FLORENCE FRONTAGE EGLISE AVE EAST END 11,518
EGLISE AVE VIA AMORITA FLORENCE AVE 27,296

CORD AVE VIA AMORITA FLORENCE

FRONTAGE
28,152
FLORENCE FRONTAGE END END 8,164

CASANES AVE VIA AMORITA FLORENCE

FRONTAGE
28,118
VIA AMORITA HASTY AVE PANGBORN AVE 19,239
BIGBY ST WOODRUFF AVE HASTY AVE 26,208
FARM ST WOODRUFF AVE HASTY AVE 26,292

MATTOCK AVE FARM ST FLORENCE

FRONTAGE
54,842
LESTERFORD AVE VIA AMORITA FLORENCE AVE 40,096
FARM ST PANGBORN AVE LESTERFORD AVE 29,728
QUINN ST PANGBORN AVE MATTOCK AVE 8,008
MATTOCK AVE MULLER ST QUINN ST 20,076
CASANES AVE BUELL ST GOTHAM ST 29,344
CECILIA ST WOODRUFF AVE CASANES AVE 34,544
CASANES AVE CECILIA ST CECILIA ST 2,304
CORD AVE PELLET ST CUL-DE-SAC 12,124
PANGBORN AVE FIRESTONE BLVD CECILIA ST 48,076
ARDINE ST PANGBORN AVE ARDINE ST 18,844
ARDINE ST ARDINE ST NEWVILLE ST 3,444
NEWVILLE AVE FIRESTONE BLVD ARDINE ST 18,696
LESTERFORD AVE VIA AMORITA FLORENCE AVE 40,096
CECILIA ST PANGBORN AVE PICO VISTA RD 35,336

ATTACHMENT C
LESTERFORD AVE CECILIA ST BUELL ST 9,568
PICO VISTA RD RIO SAN GABRIEL PARK GAYBROOK AVE 51,442
PICO VISTA RD GAYBROOK AVE VIA AMORITA 15,680
GAYBROOK AVE PICO VISTA RD CUL-DE-SAC 49,644
LITTLE LAKE RD CECILIA AVE HALCOURT AVE 41,140
LITTLE LAKE RD HALCOURT AVE 605 FREEWAY
RAMP
44,408
HALCOURT AVE LITTLE LAKE RD CUL-DE-SAC 12,936
CECILIA ST CUL-DE-SAC STUDEBAKER RD 27,591
LEFLOSS AVE CECILIA ST CUL-DE-SAC 14,960
BENFIELD AVE CECILIA ST STUDEBAKER RD 30,328
CROSSDALE AVE CECILIA ST DOLLISON DR 39,236
DOLLISON DR CUL-DE-SAC CROSSDALE AVE 3,852
DALWOOD AVE CECILIA ST END 22,066
ELMCROFT AVE CECILIA ST END 22,338
FAIRFORD AVE CECILIA ST DOLLISON DR 35,258
DOLLISON DR CROSSDALE AVE FAIRFORD AVE 27,036
VIA AMORITA VULTEE AVE CLANCEY AVE 24,220
GOTHAM ST WOODRUFF AVE PANGBORN AVE 57,060
HASTY AVE GOTHAM ST VIA AMORITA 24,696
PELLET ST WEST END PANGBORN AVE 33,150
CASANES AVE PELLET ST CECILIA ST 39,440
LA VILLA ST PANGBORN AVE NEWVILLE ST 17,668
FOSTORIA ST PANGBORN AVE NEWVILLE ST 12,624
NEWVILLE AVE ARDINE ST LA VILLA ST 12,572

Downey City CouncilJuly 8, 2025

Downey City Council
July 8, 2025