04. CIP 23-02 Apprv Plans and Specs & Auth Solicitation for Const. Bids for Alleys N of Foster Rd Pavement Rehab Proj

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: FEBRUARY 27, 2024

SUBJECT: PLANS, SPECIFICATIONS, AND CONSTRUCTION BIDS FOR THE

ALLEYS NORTH OF FOSTER ROAD PAVEMENT REHABILITATION
PROJECT, CAPITAL IMPROVEMENT PROJECT (CIP) NO. 23-02

EXECUTIVE SUMMARY

The City Council will consider approving plans and specifications, and authorizing the solicitation of construction bids for the Alleys North of Foster Road Pavement Rehabilitation Project, Capital Improvement Program (CIP) No. 23-02. The proposed pavement and concrete rehabilitation improvements would occur within the alleys north of Foster Road between the Downey Cemetery and Columbia Way, and between Dunrobin Avenue and Woodruff Avenue.

RECOMMENDATION

That the City Council:

Approve the plans and specifications, and authorize the solicitation of construction bids, for the Alleys North of Foster Road Pavement Rehabilitation Project, CIP No. 23-02.

BACKGROUND

The City of Downey owns and maintains 122 alley segments at various locations in the City. These alley segments are mainly used as utility corridors for the adjacent residents and businesses and many of the residential alleys have garage access directly from the alleys. Additionally, these alleys are used for solid waste collection services.

As part of the Fiscal Year 2023-2024 Budget Goals, the City Council asked for the ‘Completion of an Alleyway Repaving Plan’.. City staff is currently finalizing the Plan, and in tandem has inspected and evaluated the condition of City alleys and have started implementing improvements such as installing “No Parking in the Alley” signs, filling potholes, skin patching and removing illegally dumped items including mattresses, appliances, furniture, debris, etc. Other improvements including street lighting and

PLANS, SPECIFICATIONS, AND CONSTRUCTION BIDS FOR THE ALLEYS NORTH OF FOSTER ROAD PAVEMENT REHABILITATION PROJECT, CAPITAL IMPROVEMENT PROJECT (CIP) NO. 23-02 FEBRUARY 27, 2024
PAGE 2

2 rehabilitation of pavement were also assessed. In order to address the need for additional lighting, City staff is working with Southern California Edison (SCE) on installing mast arms and LED fixtures on existing wood power poles in the alleys. It is anticipated that SCE will add lighting on the power poles in the alley by August 2024.

Additionally, on August 9, 2023, the City Council approved a professional services agreement with Kreuzer Consulting Group to design improvements for the Alleys North of Foster Road Pavement Rehabilitation Project, CIP No. 23-02 (Project), in an effort to meet the City Council’s goals of improving the alleys. The project locations include the alley north of Foster Road from Foster Road to alley west of Columbia Way; the alley west of Columbia Way from Foster Road to Priscilla Street; the alley north of Foster Road from Corrigan Avenue to Bellflower Boulevard; the alley north of Foster Road from Dunrobin Avenue to Belcher Street; and the alley south of Belcher Street from Foster Road to Woodruff Avenue as shown in the location map (Attachment A).

ANALYSIS

Staff has completed preparation of plans (Attachment B) and specifications for the Project, which includes approximately 78,000 square feet of asphalt and concrete pavement rehabilitation.

The work consists of the removal of existing asphalt or concrete pavement, placement of asphalt or concrete pavement, construction of concrete gutters to facilitate drainage, adjustment of various utility manhole and valve box covers to grade, and signage. In addition, uplifted, damaged, or non-standard curb, gutter, cross gutters, sidewalk, driveway approaches, and curb access ramps will be replaced in order to comply with the latest Americans with Disabilities Act (ADA) requirements.

Construction is anticipated to begin in May 2024 and be completed by July 2024.

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 action will result in an expenditure of $800,000 of budgeted Fiscal Year 2023-2024 Capital Improvement Program (CIP), Vehicle Impact Fee funds, Account No. 38-1-6881 funds to cover the total estimated project costs (break down listed

PLANS, SPECIFICATIONS, AND CONSTRUCTION BIDS FOR THE ALLEYS NORTH OF FOSTER ROAD PAVEMENT REHABILITATION PROJECT, CAPITAL IMPROVEMENT PROJECT (CIP) NO. 23-02 FEBRUARY 27, 2024
PAGE 3

3 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 $20,342
Construction Contract (Estimated) $665,000
Contingencies (10%) $66,658
Construction Inspection and Materials Testing $32,000
Construction Engineering and Contract Administration $16,000 Total Estimated Project Cost: $800,000

There is sufficient fund balance for the recommended actions. The budgeted CIP funds for this project are Vehicle Impact Fee funds, Account No. 38-1-6881 as provided in the table below.

Account No. Funding Source Amount
38-1-6881 Vehicle Impact Fee $800,000
Total Project Funding: $800,000

ATTACHMENTS

Attachment A: Project Location Map
Attachment B: Plans

ATTACHMENT A

CITY OF DOWNEY

PUBLIC WORKS DEPARTMENT

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

ALLEYS NORTH OF FOSTER ROAD

PAVEMENT REHABILITATION PROJECT
CAPITAL IMPROVEMENT PROJECT NO. ____

TITLE SHEET
LOS ANGELES COUNTY BENCH MARK NO. EY966
ELEVATION = 93.198 NAVD 1988
DESCRIBED BY THE COUNTY SURVEYOR'S OFFICE: L&T IN SOUTH CURB 1 FOOT WEST OF BCR @ SW COR WOODRUFF AVE &
BELCHER ST MKD.

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 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
320 MAIN STREET
UNIT D
SEAL BEACH, CA 90740
714-656-0160
CIP NO. __-__

ALLEYS NORTH OF FOSTER PAVEMENT REHABILITATION PROJECT

PRELIMINARY

TITLE SHEET

SHEET INDEX

TYPICAL SECTION AND CONSTRUCTION DETAILS

FOSTER-COLUMBIA ALLEY

FOSTER-PRISCILLA ALLEY

CORRIGAN-BELLFLOWER ALLEY

DUNROBIN-CORNUTA ALLEY

FOSTER-WOODRUFF ALLEY
1 2
3 4 - 10
11 - 13
14 - 15
16 - 18
19 - 21
DOWNEY

CEMETERY

BLUEGROVECOLUMBIA WYPRISCILLA ST

HANWELL AVFO
S
T
E
R

R
D
BIRDV
A
L
E

D
R

PRISCILLA ST
SCHOOL
LEWIS
ELEM
ED C

CORRIGAN AVBELLFLOWER BLVDFOSTER RD BELCHERWOODRUFF AVEASTBROOK AVFOSTER RDDUNROBIN AVCORNUTA

SHEET INDEX
320 MAIN STREET
UNIT D
SEAL BEACH, CA 90740
714-656-0160
CIP NO. __-__

ALLEYS NORTH OF FOSTER PAVEMENT REHABILITATION PROJECT

CONSTRUCTION NOTES
2 1
13 4 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT PCC ALLEY INTERSECTION CASE A PER SPPWC STD. PLAN NO. 130-3.

ADJUST MANHOLE TO GRADE.

REMOVE EXISTING ALLEY PAVEMENT, BASE, AND/OR SUBGRADE
MATERIAL AND CONSTRUCT 4" AC PAVEMENT OVER 95% RELATIVE COMPACTION OF NATIVE SUBGRADE. (ONLY ONE 4" THICK PASS
WILL BE PROVIDED FOR PLACEMENT OF AC PVMT.)
PROTECT IN PLACE.

EXISTING CONCRETE

PROPOSED CONCRETE IMPROVEMENTS

EXISTING STRUCTURE
5 REMOVE EXISTING PAVEMENT AND UNDERLYING MATERIAL TO
A DEPTH OF 4" BELOW EXISTING ROADWAY FINISH SURFACE.
6 CONSTRUCT 4" DEPTH AC DEEPLIFT.
14 ADJUST VALVE TO GRADE.
7 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT ACCESS
RAMP WITH TRUNCATED DOME PER SPPWC STD PLAN NO. 111-5,
(CASE D, TYPE 2).

PRELIMINARY

EXISTING BLOCK WALL
NOTE:

EXISTING JAGGED-EDGE CONCRETE TO JOIN NEW AC

SHALL BE SAWCUT STRAIGHT PRIOR TO PAVING
8 9
10 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
SIDEWALK PER SPPWC STD PLAN NO. 122-2.

NEW AC PVMT
LEGEND

NEW TRUNCATED DOMES
15 ADJUST METER TO GRADE.
11 REMOVE EXISTING ALLEY PAVEMENT, BASE, AND/OR SUBGRADE MATERIAL AND CONSTRUCT 8" THICK PCC PAVEMENT OVER 95%
RELATIVE COMPACTION OF NATIVE SUBGRADE.
12 ADJUST UTILITY BOX/VAULT TO GRADE.
3 REMOVE EXISTING AC PAVEMENT AND UNDERLYING SUBGRADE
AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON SHEET 3.

EXISTING FENCE / GATExx

EXISTING RIGHT OF WAY

NOT USED

NOT USED
SHEET 4
SH
E
E
T

5 SHEET 6
SHEET 7 SHEET 8 SHEET 9 SHEET 10
SHEET 11SHEET 12SHEET 13F
O
S
T
E
R

D HANWELL AVCOLUMBIA WAYBLUEGROVEPRIS
C
I
L
L
A

S
T
SHEET 14 SHEET 15 SHEET 16 SHEET 17 SHEET 18
SHEET 19SHEET 21
SHEET 20BELLFLOWER BLVDBELCHER

CORRIGAN AVFOSTER RD BELCHERWOODRUFF AVPRISCILLA ST

EASTBROOK AVCORNUTA AVCORNUTA AVDUNROBIN AV

TYPICAL SECTION & CONSTRUCTION DETAIL

TYPICAL SECTION
N.T.S.
320 MAIN STREET
UNIT D
SEAL BEACH, CA 90740
714-656-0160
CIP NO. __-__

ALLEYS NORTH OF FOSTER PAVEMENT REHABILITATION PROJECT

CONSTRUCTION NOTES
2 1
13 4 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT PCC ALLEY INTERSECTION CASE A PER SPPWC STD. PLAN NO. 130-3.

ADJUST MANHOLE TO GRADE.

EXISTING CONCRETE

PROPOSED CONCRETE IMPROVEMENTS

PRELIMINARY

EXISTING BLOCK WALL
NOTE:

EXISTING JAGGED-EDGE CONCRETE TO JOIN NEW AC

SHALL BE SAWCUT STRAIGHT PRIOR TO PAVING
8 9
10 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
SIDEWALK PER SPPWC STD PLAN NO. 122-2.

NEW AC PVMT
LEGEND

EXISTING FENCE / GATExx

EXISTING RIGHT OF WAY

NOT USED

TYPICAL SECTION
N.T.S.

DETAIL "A" - VALLEY GUTTER DETAIL
N.T.S.

EX
RW
EX
RWCL
(10')(10')
VAR 1.0%-8.0%1.0%-8 .0 %

VAR VAR
2 2

CONCRETE
"VALLEY GUTTER"JOIN EXVAR

PER PLAN
VAR

PER PLAN
JOIN EX4"
4"

8.5'(3')8.5'
1 CL

1.5'1.5'
6" PCC (3,250 PSI
@ 28 DAYS)1"4" CAB
#3 BARS @ 12" OC
NG @ 95%

COMPACTION

FL PER PROFILES

AC SURFACE
EX
RW
EX
RWCL
(10')(10')
VAR 1.0%-7.2%1.0%-6.8%

VAR VAR
2 2JOIN EXVAR

PER PLAN
VAR

PER PLAN
JOIN EX4"
4"

8.5'3'8.5'

CONCRETE
"VALLEY GUTTER"3

320 MAIN STREET
UNIT D
SEAL BEACH, CA 90740
714-656-0160
CIP NO. __-__

PROFILE
SCALE

ALLEYS NORTH OF FOSTER PAVEMENT REHABILITATION PROJECT

CONSTRUCTION NOTES
2 1
13 4 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT PCC ALLEY INTERSECTION CASE A PER SPPWC STD. PLAN NO. 130-3.

ADJUST MANHOLE TO GRADE.

EXISTING CONCRETE

PROPOSED CONCRETE IMPROVEMENTS

PRELIMINARY

EXISTING BLOCK WALL
NOTE:

EXISTING JAGGED-EDGE CONCRETE TO JOIN NEW AC

SHALL BE SAWCUT STRAIGHT PRIOR TO PAVING
8 9
10 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
SIDEWALK PER SPPWC STD PLAN NO. 122-2.

NEW AC PVMT
LEGEND

EXISTING FENCE / GATExx

EXISTING RIGHT OF WAY

NOT USED

NOT USED
10 90
9112+00 MATCH LINE ~ SEE SHEET 592
90 91
92 89
90 91
89 90
91 1211+50+50
FOSTER-HANWELL ALLEY FROM FOSTER ROAD TO 12+00
MAT
C
H

L
I
N
E

S
T
A

1 2
+
0 0

S
E
E

S
H
E
E
T

5 FOSTER-HANWELL ALLEYFOSTER RD
FOSTER-HANWELL ALLEY90
91 92
90 91
92 89
90 91
89 90
91 SFR
9105 FOSTER RD
6262-013-034
SFR9100 BIRDVALE DR6262-013-025OLD DOWNEY CEMETERY
12950 IMPERIAL HWY
6262-013-901
SFR9105 FOSTER RD6262-013-034+10 00 +11 00
+1200+1200xx
WM
WM
(10')
(10')(10')(10')1 SIGN 1 PP
1 WALL
1 WALL 1 PP
1 CONC
1 WALL
WALL
1WALL1V-GUTTER2
2 2
2 1V-GUTTER
GW1

C INTERSECTION
11+75.40 FOSTER RD
10+00.00 FOSTER-COLUMBIA ALLEY =
L
WM 15
JOIN AC @

CONC DWY
JOIN AC @
WALL
JOIN AC @
WALL JOIN AC @
WALL
EV12
JOIN AC @
CONC
JOIN AC @

WALL & FENCE
JOIN AC @
WALL
1 GW
1 GW 1
ALLEY
APPROACH 1 (91.30 FS)(91.36 FS)(91.13 FS)(90.85 FS)(90.64 FS)(90.57 FS)(90.55 FS)(90.53 FS)(90.58 FS)EX & PROP FS @ E'LY R/W (-0.95%)
(-1.10%)
(-0.84%)(-0.28%)(-0.09%)(-0.23%)(-0.30%)(90.98 FS)(90.94 FS)(90.82 FS)(90.70 FS)(90.59 FS)(90.55 FS)(90.31 FS)(90.28 FS)EX & PROP FS @

E'LY LIP OF GUTTER
(-0.49%)(-0.49%)(-0.45%)(-0.15%)(-0.37%)(-0.11%)(-0.11%)(90.98 FS)(90.94 FS)(90.81 FS)(90.69 FS)(90.58 FS)(90.65 FS)(90.51 FS)(90.26 FS)EX & PROP FS @

W'LY LIP OF GUTTER
(-0.51%)(-0.51%)(-0.41%)(+0.29%)(-0.59%)(-1.00%)(90.65 FS)(90.75 FS)(90.54 FS)EX & PROP FS @ W'LY R/W (91.00 FS)(91.00 FS)(90.98 FS)(90.94 FS)(90.91 FS)(90.82 FS)(-0.10%)(-0.13%)(-0.13%)(-0.37%)(-0.42%)(+1.03%)(-0.81%)

320 MAIN STREET
UNIT D
SEAL BEACH, CA 90740
714-656-0160
CIP NO. __-__

PROFILE
SCALE

ALLEYS NORTH OF FOSTER PAVEMENT REHABILITATION PROJECT

CONSTRUCTION NOTES
2 1
13 4 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT PCC ALLEY INTERSECTION CASE A PER SPPWC STD. PLAN NO. 130-3.

ADJUST MANHOLE TO GRADE.

EXISTING CONCRETE

PROPOSED CONCRETE IMPROVEMENTS

PRELIMINARY

EXISTING BLOCK WALL
NOTE:

EXISTING JAGGED-EDGE CONCRETE TO JOIN NEW AC

SHALL BE SAWCUT STRAIGHT PRIOR TO PAVING
8 9
10 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
SIDEWALK PER SPPWC STD PLAN NO. 122-2.

NEW AC PVMT
LEGEND

EXISTING FENCE / GATExx

EXISTING RIGHT OF WAY

NOT USED

NOT USED
12 14+50 MATCH LINE ~ SEE SHEET 61413+50+50
FOSTER-HANWELL ALLEY FROM 12+00 TO 14+50MATCH LINE STA 14+50 SEE SHEET 6FOSTER-HANWELL ALLEY +50
MATCH LINE STA 12+00 SEE SHEET 412+00 MATCH LINE ~ SEE SHEET 490 91 92
90 91
92 89
90 91
89 90
91 90
91 92
90 91
92 89
90 91
89 90
91 SMH
SFR
9104 BIRDVALE DR
6262-013-026
SFR
9110 BIRDVALE DR
6262-013-027
SFR
9114 BIRDVALE DR
6262-013-028
SFR
13005 HANW
E
L
L

A
V
E
6262-013-029
SFR
9105 FOSTER
R
D
6262-013-034
SFR
9109 FOSTER RD
6262-013-033
SFR
9115 FOSTER RD
6262-013-032
SFR
9121 FOSTER RD
6262-013-031
SFR
9127 FOSTER
R
D
6262-013-030
+12 00
+13 00
+14 00
SFR9100 BIR
D
V
A
L
E

D
R
6262-013-
0 2
5 xxxxxxxxxxxxxxxxxxxxxxxxxxxxWMWMWMWMWMWMxx xx xxxxxxxx xx
xx
(10')(10')1WALLWALLPP
13 1 WALL
1 WALL
1 CONC
1 PP 1 CONC
1 CONC
1 WALL
1 FENCE
1 FENCE
1 WALL
1 WALL
WALL
1 WALL
1 V-GUTTER2
2 1 V-GUTTER 2
2 15
14(10')(10')(10')(10')JOIN AC @
WALL
1 JOIN AC @
WALL
JOIN AC @
FENCE
JOIN AC @
FENCE
JOIN AC @
WALL
JOIN AC @
WALL
JOIN AC @
CONC
JOIN AC @
WALL
WM15
WM
WV
WM
15 GARAGE DOOR
2 2
1GATE1
JOIN AC @
CONC
JOIN AC @
CONC
JOIN AC @

CONCGARAGE DOOR GARAGE DOOR
1 FENCE
1(90.58 FS)(90.49 FS)(90.38 FS)(90.42 FS)(90.55 FS)(90.35 FS)(90.17 FS)(90.08 FS)(90.04 FS)(89.97 FS)(89.91 FS)EX & PROP FS @ S'LY R/W EX & PROP FS @ S'LY R/W (-0.38%)(-0.42%)(+0.16%)(+0.51%)(-0.88%)(-0.71%)(-1.06%)(-0.82%)(-0.26%)(-0.25%)(90.28 FS)(90.17 FS)(90.21 FS)(90.19 FS)(90.18 FS)(90.10 FS)(90.00 FS)(89.90 FS)(89.80 FS)(89.70 FS)(89.59 FS)EX & PROP FS @

S'LY LIP OF GUTTER
EX & PROP FS @

S'LY LIP OF GUTTER
(-0.46%)(+0.15%)(-0.05%)(-0.05%)(-0.35%)(-0.38%)(-0.40%)(-0.41%)(-0.40%)(-0.41%)(90.26 FS)(90.25 FS)(90.20 FS)(90.15 FS)(90.09 FS)(89.98 FS)(89.85 FS)(89.75 FS)(89.66 FS)(89.57 FS)(89.48 FS)EX & PROP FS @

N'LY LIP OF GUTTER
EX & PROP FS @

N'LY LIP OF GUTTER
(-0.56%)(+1.17%)(-0.20%)(-0.22%)(-0.22%)(-0.47%)(-0.49%)(-0.40%)(-0.36%)(-0.40%)(-0.36%)(90.54 FS)(90.43 FS)(90.46 FS)(90.40 FS)(90.36 FS)(90.37 FS)(90.42 FS)(90.21 FS)(90.02 FS)(89.91 FS)(89.82 FS)EX & PROP FS @ N'LY R/W EX & PROP FS @ N'LY R/W (-0.62%)(+0.05%)(-0.23%)(-0.14%)(+0.03%)(+0.19%)(-0.83%)(-0.77%)(-0.44%)(-0.35%)

320 MAIN STREET
UNIT D
SEAL BEACH, CA 90740
714-656-0160
CIP NO. __-__

PROFILE
SCALE

ALLEYS NORTH OF FOSTER PAVEMENT REHABILITATION PROJECT

CONSTRUCTION NOTES
2 1
13 4 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT PCC ALLEY INTERSECTION CASE A PER SPPWC STD. PLAN NO. 130-3.

ADJUST MANHOLE TO GRADE.

EXISTING CONCRETE

PROPOSED CONCRETE IMPROVEMENTS

PRELIMINARY

EXISTING BLOCK WALL
NOTE:

EXISTING JAGGED-EDGE CONCRETE TO JOIN NEW AC

SHALL BE SAWCUT STRAIGHT PRIOR TO PAVING
8 9
10 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
SIDEWALK PER SPPWC STD PLAN NO. 122-2.

NEW AC PVMT
LEGEND

EXISTING FENCE / GATExx

EXISTING RIGHT OF WAY

NOT USED

NOT USED
89 9017+00 MATCH LINE ~ SEE SHEET 791
89 90
91 89
90 91
89 90
91 1615+50+50
HANWELL-BLUEGROVE ALLEY FROM 14+50 TO 17+00MATCH LINE STA 17+00 SEE SHEET 7+50

HANWELL AVE HANWELL-BLUEGROVE ALLEY
MATCH LINE STA 14+50 SEE SHEET 514+50 MATCH LINE ~ SEE SHEET 517 89 90
91 89
90 91
89 90
91 89
90 91
13005 HAN
W
E
L
L

A
V
E
6262-013-0
2 9
SFR
9203 FOSTER RD
6262-019-068
SFR
9209 FOSTER RD
6262-019-067
SFR
9215 FOSTER RD
6262-019-066
SFR
9221 FOSTER

R
D
6262-019-065
SFR
13004 HANWELL AVE
6262-019-022
SFR
9204 BIRDVALE DR
6262-019-023
SFR
9210 BIRDV
A
L
E

D
R
6262-019-02
4 +15 00
+16 00
+17 00SFR9210 BIRDVALE DR6262-019-024xxxxxx xx xx xx xx xx xx xxxxWMWM
WMWMWMxxxxxxxxxxxxxxxxxxWMWMWM1 FENC
E
1 FENCE
1 CONC
1 WALL
1WALL
15 1PP
15 1
WALL
1 WALL
1V-GUTTER2
2 2
2 C INTERSECTION
11+50.15 HANWELL AVE
14+87.35 FOSTER-COLUMBIA ALLEY=
L
WM
WM
WM
JOIN AC @
VEGETATION 15
JOIN AC @
WALL
JOIN AC @
WALL
JOIN AC @
WALL(10')(10')2
2 WV14
V-GUTTER1
FENCE1
FENCE1
ALLEY
APPROACH1 ALLEY
APPROACH 1
CONC 1
GARAGE
DOOR
JOIN AC @
CONC
1 CONC
JOIN AC @
CONC
GARAGE
DOORJOIN AC @
FENCE
1 CONC
1 GATE
WM15(89.71 FS)(89.72 FS)(89.78 FS)(89.84 FS)(89.91 FS)(90.04 FS)(90.16 FS)(90.16 FS)(90.15 FS)EX & PROP FS @ S'LY

LIP OF GUTTER
(+0.22%)(+0.22%)(+0.31%)(+0.49%)(+0.49%)(+0.01%)(-0.05%)(89.65 FS)(89.66 FS)(89.70 FS)(89.75 FS)(89.84 FS)(90.06 FS)(90.27 FS)(90.20 FS)(90.10 FS)EX & PROP FS @

N'LY LIP OF GUTTER
(+0.18%)(+0.18%)(+0.40%)(+0.86%)
(+0.86%)(-0.40%)(-0.40%)(89.83 FS)(89.97 FS)(90.03 FS)(90.00 FS)(89.93 FS)(90.12 FS)(90.14 FS)(90.22 FS)(90.29 FS)(+0.23%)(-0.10%)(-0.30%)(-0.24%)(+0.18%)(+0.05%)(+0.33%)(+0.28%) EX & PROP FS @ S'LY R/W(89.88 FS)(89.91 FS)(90.07 FS)(90.09 FS)(90.25 FS)(90.43 FS)(90.48 FS)(90.49 FS)(90.55 FS)EX & PROP FS @ N'LY R/W (+0.65%)(+0.08%)(+0.13%)
(+0.70%)(+0.22%)(+0.03%)(+0.21%)(89.91 FS)EX & PROP FS @ S'LY R/W (89.83 FS)(89.59 FS)EX & PROP FS @

S'LY LIP OF GUTTER
(89.57 FS)(89.48 FS)EX & PROP FS @

N'LY LIP OF GUTTER
(89.45 FS)(89.82 FS)(89.75 FS)EX & PROP FS @ N'LY R/W

320 MAIN STREET
UNIT D
SEAL BEACH, CA 90740
714-656-0160
CIP NO. __-__

PROFILE
SCALE

ALLEYS NORTH OF FOSTER PAVEMENT REHABILITATION PROJECT

CONSTRUCTION NOTES
2 1
13 4 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT PCC ALLEY INTERSECTION CASE A PER SPPWC STD. PLAN NO. 130-3.

ADJUST MANHOLE TO GRADE.

EXISTING CONCRETE

PROPOSED CONCRETE IMPROVEMENTS

PRELIMINARY

EXISTING BLOCK WALL
NOTE:

EXISTING JAGGED-EDGE CONCRETE TO JOIN NEW AC

SHALL BE SAWCUT STRAIGHT PRIOR TO PAVING
8 9
10 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
SIDEWALK PER SPPWC STD PLAN NO. 122-2.

NEW AC PVMT
LEGEND

EXISTING FENCE / GATExx

EXISTING RIGHT OF WAY

NOT USED

NOT USED
17 19+50 MATCH LINE ~ SEE SHEET 81918+50+50
HANWELL-BLUEGROVE ALLEY FROM 17+00 TO 19+50MATCH LINE STA 19+50 SEE SHEET 8HANWELL-BLUEGROVE ALLEY +50
MATCH LINE STA 17+00 SEE SHEET 617+00 MATCH LINE ~ SEE SHEET 6106 107
108
89 90
91 89
90 91
89 90
91 89
90 91
89 90
91 89
90 91
89 90
91 SFR
9216 BIRDVALE DR
6262-019-025
SFR
9220 BIRDVALE DR
6262-019-026
SFR
9226 BIRDVALE DR
6262-019-027
SFR
9234 BIRDVALE DR
6262-019-028
SFR9238 BIRDVALE DR6262-019-029SFR
9227 FOSTER

R
D
6262-019-064 SFR
9233 FOSTER RD
6262-019-063
SFR
9237 FOSTER RD
6262-019-062
SFR
9241 FOSTER RD
6262-019-061
SFR
9247 FOSTER RD
6262-019-060
+17 00
+18 00 +19 00SFR9210 BIRDVALE DR6262-019-024SFR9253 FOSTER RD6262-019-059xx xx xx xx xx xx xxxxxxWMWMWMWMWMWM WMWMxxxxWMxx xxWM 1WALL
1WALL
1WALL
2 2
2 2
1FENCE
1WALL
1WALL 1WALL 1WALL
15 15
13 (10')(10')WM
15WM
JOIN AC @
WALL JOIN AC @
WALL JOIN AC @
WALL
JOIN AC @
WALL
JOIN AC @
FENCE
JOIN AC @

VEGETATION
JOIN AC @
WALL
WM
SMH
WM15
15 WM
1GATE1
GATE
GARAGE
DOOR
WALL1
GATE1
1GATE
1 CONC
JOIN AC @
CONC
1V-GUTTER
JOIN AC @
CONC(90.15 FS)(90.13 FS)(90.10 FS)(90.08 FS)(90.15 FS)(90.23 FS)(90.27 FS)(90.31 FS)(90.35 FS)(90.38 FS)(90.43 FS)EX & PROP FS @

S'LY LIP OF GUTTER
EX & PROP FS @

S'LY LIP OF GUTTER
(-0.09%)(-0.13%)(-0.07%)(+0.30%)(+0.30%)(+0.18%)(+0.16%)(+0.14%)(+0.13%)(+0.19%)(90.10 FS)(90.07 FS)(90.10 FS)(90.14 FS)(90.23 FS)(90.31 FS)(90.36 FS)(90.39 FS)(90.43 FS)(90.46 FS)(90.48 FS)EX & PROP FS @

N'LY LIP OF GUTTER
EX & PROP FS @

N'LY LIP OF GUTTER
(-0.13%)(+0.13%)(+0.16%)(+0.35%)(+0.35%)(+0.17%)(+0.15%)(+0.14%)(+0.13%)(+0.08%)(90.29 FS)(90.37 FS)(90.27 FS)(90.37 FS)(90.43 FS)(90.43 FS)(90.63 FS)(90.55 FS)(90.81 FS)(90.83 FS)(90.83 FS)EX & PROP FS @ S'LY R/W EX & PROP FS @ S'LY R/W (+0.31%)(+0.50%)(-0.01%)(+0.24%)(-0.01%)(+1.15%)(-0.31%)(-0.34%)(+1.94%) (-0.13%)(-0.12%)(90.55 FS)(90.50 FS)(90.38 FS)(90.31 FS)(90.44 FS)(90.48 FS)(90.52 FS)(90.56 FS)(90.60 FS)(90.78 FS)(90.81 FS)EX & PROP FS @ N'LY R/W EX & PROP FS @ N'LY R/W (-0.18%)(-0.49%)(-0.43%)(+0.51%)(+0.17%)(+0.16%)(+0.16%)(+0.21%)(+0.72%)(+0.75%)(-0.36%)

320 MAIN STREET
UNIT D
SEAL BEACH, CA 90740
714-656-0160
CIP NO. __-__

PROFILE
SCALE

ALLEYS NORTH OF FOSTER PAVEMENT REHABILITATION PROJECT

CONSTRUCTION NOTES
2 1
13 4 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT PCC ALLEY INTERSECTION CASE A PER SPPWC STD. PLAN NO. 130-3.

ADJUST MANHOLE TO GRADE.

EXISTING CONCRETE

PROPOSED CONCRETE IMPROVEMENTS

PRELIMINARY

EXISTING BLOCK WALL
NOTE:

EXISTING JAGGED-EDGE CONCRETE TO JOIN NEW AC

SHALL BE SAWCUT STRAIGHT PRIOR TO PAVING
8 9
10 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
SIDEWALK PER SPPWC STD PLAN NO. 122-2.

NEW AC PVMT
LEGEND

EXISTING FENCE / GATExx

EXISTING RIGHT OF WAY

NOT USED

NOT USED
22+00 MATCH LINE ~ SEE SHEET 92120+50+50
MATCH LINE STA 22+00 SEE SHEET 9HANWELL-BLUEGROVE ALLEY +50
MATCH LINE STA 19+50 SEE SHEET 7BLUEGROVE AVE19+50 MATCH LINE ~ SEE SHEET 722 90 91
92 90
91 92
90 91
92 90
91 92
90 91
92 90
91 92
90 91
92 90
91 92

BLUEGROVE-PRISCILLA ALLEY
HANWELL-BLUEGROVE ALLEY FROM 19+50 TO BLUEGROVE &
BLUEGROVE-PRISCILLA ALLEY FROM BLUEGROVE TO 22+00
SFR
9238 BIRDVALE DR
6262-019-029
SFR
9242 BIRDVALE DR
6262-019-030 SFR
9254 BIRDVALE DR
6262-019-0310
SFR
9258 BIRDVALE DR
6262-019-032
SFR
9253 FOSTER RD
6262-019-059
SFR
9257 FOSTER RD
6262-019-058
SFR
9303 FOSTER RD
6262-019-057
SFR
9309 FOSTER RD
6262-019-056
+20 00 +21 00 +22WMWM
WMWMWMxx
WMWMWM1V-GUTTER
1CONC 1WALL 1GATE
1SIGN
1WALL
1WALL
13 2
2 1WALL
15 (10')(10')(10')(10')JOIN AC @
WALL
SMH
WM
1GATE
15WM
1WALL
15WM
1 PP
JOIN AC @
WALL

C INTERSECTION
11+50.00 BLUEGROVE AVE
20+76.58 FOSTER-COLUMBIA ALLEY =
L
1WALL
15WM
2 2
1V-GUTTER
SMH 13
JOIN AC @
WALL
JOIN AC @

LANDSCAPE
GARAGE
DOOR
JOIN AC @
WALL
ALLEY
APPROACH 1ALLEY
APPROACH1
15WM(90.43 FS)(90.49 FS)(90.55 FS)(90.62 FS)(90.68 FS)EX & PROP FS @

S'LY LIP OF GUTTER
(+0.25%)(+0.25%)(+0.26%)(+0.26%)(90.48 FS)(90.49 FS)(90.53 FS)(90.64 FS)(90.73 FS)EX & PROP FS @

N'LY LIP OF GUTTER
(+0.04%)(+0.16%)(+0.44%)(+0.44%)(90.49 FS)(90.57 FS)(90.67 FS)(90.71 FS)(90.69 FS)EX & PROP FS @

S'LY LIP OF GUTTER
(+0.42%)(+0.15%)(-0.08%)(90.52 FS)(90.57 FS)(90.63 FS)(90.65 FS)(90.63 FS)EX & PROP FS @

N'LY LIP OF GUTTER
(+0.26%)(+0.07%)(-0.08%)(90.66 FS)(90.70 FS)(90.77 FS)(90.85 FS)(90.94 FS)EX & PROP FS @ N'LY R/W (+0.26%)(+0.31%)(+0.36%)(90.55 FS)(90.94 FS)(90.86 FS)(90.83 FS)(90.87 FS)EX & PROP FS @ S'LY R/W (-0.35%)(-0.12%)(+0.16%)(90.81 FS)(90.72 FS)(90.67 FS)(90.72 FS)(90.80 FS)EX & PROP FS @ N'LY R/W (-0.36%)(-0.19%)(+0.21%)(+0.34%)(90.83 FS)(90.95 FS)(90.86 FS)(90.78 FS)(90.71 FS)EX & PROP FS @ S'LY R/W (+1.47%)(-0.39%)(-0.36%)(-0.33%)(-0.30%)

320 MAIN STREET
UNIT D
SEAL BEACH, CA 90740
714-656-0160
CIP NO. __-__

PROFILE
SCALE

ALLEYS NORTH OF FOSTER PAVEMENT REHABILITATION PROJECT

CONSTRUCTION NOTES
2 1
13 4 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT PCC ALLEY INTERSECTION CASE A PER SPPWC STD. PLAN NO. 130-3.

ADJUST MANHOLE TO GRADE.

EXISTING CONCRETE

PROPOSED CONCRETE IMPROVEMENTS

PRELIMINARY

EXISTING BLOCK WALL
NOTE:

EXISTING JAGGED-EDGE CONCRETE TO JOIN NEW AC

SHALL BE SAWCUT STRAIGHT PRIOR TO PAVING
8 9
10 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
SIDEWALK PER SPPWC STD PLAN NO. 122-2.

NEW AC PVMT
LEGEND

EXISTING FENCE / GATExx

EXISTING RIGHT OF WAY

NOT USED

NOT USED
22 24+50 MATCH LINE ~ SEE SHEET 102423+50+50
BLUEGROVE-COLUMBIA ALLEY FROM 22+00 TO 24+50MATCH LINE STA 24+50 SEE SHEET 10BLUEGROVE-COLUMBIA ALLEY +50
MATCH LINE STA 22+00 SEE SHEET 822+00 MATCH LINE ~ SEE SHEET 890 91 92
90 91
92 89
90 91
89 90
91 90
91 92
90 91
92 89
90 91
89 90
91 SFR
9264 BIRDVALE DR
6262-019-032
SFR
9268 BIRDVALE DR
6262-019-032
SFR
9268 BELCHER ST
6262-019-037
SFR
9314 BELCHER ST
6262-019-038
SFR
9313 FOSTER RD
6262-019-055
SFR
9319 FOSTER RD
6262-019-054
SFR
9325 FOSTER RD
6262-019-053
SFR
9329 FOSTER RD
6262-019-052
SFR
9335 FOSTER RD
6262-019-051
+00 +23 00 +24 00
SFR9309 FOSTER RD6262-019-056SFR9258 BIRDVALE DR6262-019-032xxxxxxxxxxxxxxxxxxxxxxxxxxxx xx xx WMWMWMWMWM1WALL 2 2
1V-GUTTER
1WALL1GATE 1CONC 1FENCE 1WALL
1PP1FENCE1WALL15
2 1 CONC
(10')(10')WM
15WM
2 WALL
1 WALL1
JOIN AC @
WALL
JOIN AC @
FENCE
JOIN AC @
WALL JOIN AC @
CONC WALL1
JOIN AC @
WALL
JOIN AC @
FENCE

GARAGE DOOR
JOIN AC @

WALL WM
15 1
GATE(90.69 FS)(90.71 FS)(90.75 FS)(90.76 FS)(90.73 FS)(90.74 FS)(90.92 FS)(91.03 FS)(91.00 FS)(90.99 FS)(91.04 FS)EX & PROP FS @

S'LY LIP OF GUTTER
EX & PROP FS @

S'LY LIP OF GUTTER
(+0.06%)(+0.18%)(+0.06%)(-0.12%)(+0.04%)(+0.69%)(+0.44%)(-0.10%)(-0.04%)(+0.21%)(90.63 FS)(90.65 FS)(90.71 FS)(90.75 FS)(90.76 FS)(90.80 FS)(90.93 FS)(91.01 FS)(91.00 FS)(90.99 FS)(91.02 FS)EX & PROP FS @

N'LY LIP OF GUTTER
EX & PROP FS @

N'LY LIP OF GUTTER
(+0.09%)(+0.23%)(+0.16%)(+0.06%)(+0.15%)(+0.51%)(+0.29%)(-0.01%)(+0.01%)(+0.14%)(90.94 FS)(90.84 FS)(90.79 FS)(90.80 FS)(90.90 FS)(91.01 FS)(91.20 FS)(91.33 FS)(91.34 FS)(91.43 FS)EX & PROP FS @ N'LY R/W EX & PROP FS @ N'LY R/W (-0.40%)(-0.19%)(+0.06%)(+0.38%)(+0.40%)(+0.79%)(+0.52%)(+0.03%)(+0.39%)(+0.53%)(90.87 FS)(90.93 FS)(91.00 FS)(91.06 FS)(91.08 FS)(91.22 FS)(91.17 FS)(91.15 FS)(91.20 FS)(91.24 FS)(91.23 FS)EX & PROP FS @ S'LY R/WEX & PROP FS @ S'LY R/W (+0.26%)(+0.28%)(+0.22%)(+0.10%)(+0.55%)(+0.26%)(-0.07%)(+0.19%)(+0.15%)(-0.03%)

320 MAIN STREET
UNIT D
SEAL BEACH, CA 90740
714-656-0160
CIP NO. __-__

PROFILE
SCALE

ALLEYS NORTH OF FOSTER PAVEMENT REHABILITATION PROJECT

CONSTRUCTION NOTES
2 1
13 4 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT PCC ALLEY INTERSECTION CASE A PER SPPWC STD. PLAN NO. 130-3.

ADJUST MANHOLE TO GRADE.

EXISTING CONCRETE

PROPOSED CONCRETE IMPROVEMENTS

PRELIMINARY

EXISTING BLOCK WALL
NOTE:

EXISTING JAGGED-EDGE CONCRETE TO JOIN NEW AC

SHALL BE SAWCUT STRAIGHT PRIOR TO PAVING
8 9
10 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
SIDEWALK PER SPPWC STD PLAN NO. 122-2.

NEW AC PVMT
LEGEND

EXISTING FENCE / GATExx

EXISTING RIGHT OF WAY

NOT USED

NOT USED
272625+50+50
BLUEGROVE-COLUMBIA ALLEY FROM 24+50 TO FOSTER-PRISCILLA ALLEYMATCH LINE STA 24+50 SEE SHEET 9BLUEGROVE-COLUMBIA ALLEY

FOSTER-PRISCILLA ALLEY
+50
90 91
92 90
91 92
90 91
92 MATCH LINE STA 24+50 SEE SHEET __90
91 92
90 91
92 90
91 92
90 91
92 90
91 92
(SEE SHEET 11)
SFR
9320 BELCHER ST
6262-019-039
SFR
9324 BELCHER ST
6262-019-040
SFR9332 BELCHER
ST6262-019
-042
SFR
9339 FOSTER RD
6262-019-050
SFR
9345 FOSTER RD
6262-019-049 SFR
9349 FOSTER RD
6262-019-048
SFR
9353 FOSTER

R
D
6262-019-047
SFR
9328 BELCHER ST
6262-019-041
SFR13259 COLUMBIA WAY6262-019-045SFR13253 COLUMBIA WAY6262-019-04412+25 00 +26 00
+27 00
+27 13
SFR
9335 FOSTER RD
6262-019-051
SFR
9314 BELCHER S
T
6262-019-038 WMWMWMWMWMWMWMWM
xx xxWMWM WM
1WALL
1GATE 1WALL
1PP 1SIGN
2 2
1V-GUTTER
1WALL
1CONC
1PP
(10')(10')JOIN AC @
WALL
15WM
15WM
2 2
1V-GUTTER

C INTERSECTION
11+50.20 FOSTER-PRISCILLA ALLEY
27+13.22 FOSTER-COLUMBIA ALLEY=
L
WALL
SEE SHEET 11
1 GW 1
1 CONC
WALL1
PP
WM 15
GARAGE
DOOR
SMH13
WALL
WM15
1WALL1
JOIN AC @ CONC JOIN AC @ WALL WALL1
JOIN AC @
CONC
WALL 1
JOIN AC @
WALL JOIN AC @
CONC
JOIN AC @ CONC
11 SEE SHEET 11
JOIN AC @
WALL
WM 15(91.04 FS)(91.10 FS)(91.16 FS)(91.22 FS)(91.22 FS)(91.20 FS)(91.19 FS)(91.19 FS)(91.20 FS)(91.21 FS)(91.22 FS)EX & PROP FS @

S'LY LIP OF GUTTER
EX & PROP FS @

S'LY LIP OF GUTTER
(+0.21%)(+0.25%)(+0.25%)(-0.01%)(-0.09%)(-0.02%)(+0.02%)(+0.03%)(+0.04%)(+0.04%)(91.22 FS)(91.02 FS)(91.06 FS)(91.11 FS)(91.16 FS)(91.17 FS)(91.18 FS)(91.20 FS)(91.23 FS)(91.24 FS)(91.25 FS)(91.27 FS)EX & PROP FS @

N'LY LIP OF GUTTER
EX & PROP FS @

N'LY LIP OF GUTTER
(+0.14%)(+0.20%)(+0.20%)(+0.06%)(+0.01%)(+0.08%)(+0.12%)(+0.07%)(+0.03%)(+0.08%)(91.28 FS)(91.57 FS)(91.24 FS)(91.44 FS)(91.37 FS)(91.36 FS)(91.48 FS)(91.58 FS)(91.47 FS)(91.48 FS)(91.53 FS)(91.49 FS)EX & PROP FS @ N'LY R/W EX & PROP FS @ N'LY R/W (-0.18%)
(-1.01%)(+0.18%)(-0.29%)(-0.01%)(+0.44%)(+0.41%)(+0.40%)(+0.07%)(+0.19%)(-0.16%)(91.47 FS)(91.23 FS)(91.25 FS)(91.44 FS)(91.49 FS)(91.48 FS)(91.44 FS)(91.39 FS)(91.36 FS)(91.47 FS)(91.57 FS)EX & PROP FS @ S'LY R/WEX & PROP FS @ S'LY R/W (+0.11%)
(-0.15%)(+0.23%)(-0.05%)(-0.16%)(-0.22%)(-0.11%)(+0.43%)(+0.43%)(+0.48%)(91.65 FS)

320 MAIN STREET
UNIT D
SEAL BEACH, CA 90740
714-656-0160
CIP NO. __-__

PROFILE
SCALE

ALLEYS NORTH OF FOSTER PAVEMENT REHABILITATION PROJECT

CONSTRUCTION NOTES
2 1
13 4 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT PCC ALLEY INTERSECTION CASE A PER SPPWC STD. PLAN NO. 130-3.

ADJUST MANHOLE TO GRADE.

EXISTING CONCRETE

PROPOSED CONCRETE IMPROVEMENTS

PRELIMINARY

EXISTING BLOCK WALL
NOTE:

EXISTING JAGGED-EDGE CONCRETE TO JOIN NEW AC

SHALL BE SAWCUT STRAIGHT PRIOR TO PAVING
8 9
10 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
SIDEWALK PER SPPWC STD PLAN NO. 122-2.

NEW AC PVMT
LEGEND

EXISTING FENCE / GATExx

EXISTING RIGHT OF WAY

NOT USED

NOT USED
10 90
92 91
90 92
91 90
91 12+50 MATCH LINE ~ SEE SHEET 1092
90 91
92 1211+50+50
FOSTER-PRSICILLA ALLEY FROM FOSTER ROAD TO 12+50MATCH LINE STA 12+50 SEE SHEET 12FOSTER RD +50

FOSTER-PRSICILLA ALLEY
90 92
91 90
92 91
90 91
92 90
91 92
(SEE SHEET 10)

FOSTER-COLUMBIA ALLEY
(10')(10')1CURB 1WALL
SFR
9332 BELCHER ST
6262-019-042
SFR
13265 COLUMBIA WAY
6262-019-046
SFR
13259 COLUMBIA WAY
6262-019-045
SFR
13253 COLUMBIA WAY
6262-019-044
SFR
13247 COLUMBIA WAY
6262-019-043
+10 00 +11 00 +12 00+2700+2713SFR
9353 FOSTER RD
6262-019-047
xxxx xx xx xx
WMWM
WM
xxxxxxxxxxWMWM
JOIN AC @

CURB FACE
JOIN AC @
WALL
1WALL15
JOIN AC @
WALL
1V-GUTTER1V-GUTTER
SEE SHEET 10
13 15
1 WALLJOIN AC @
WALL
JOIN AC @
CONC
CONC
15 C INTERSECTION
27+39.00 FOSTER RD
10+00.00 FOSTER-PRISCILLA ALLEY=
L

C INTERSECTION
27+14.22 FOSTER-COLUMBIA ALLEY
11+50.20 FOSTER-PRISCILLA ALLEY=
L
CONC1
WM WM
SMH 13 (10')(10')1WM
CATV15
GARAGE
DOOR
SMH
WM
15 PP
1JOIN AC @
CONC

PLANTER
2 2
2 2
JOIN AC @
CONC
FENCE 1 GARAGE
DOOR
JOIN AC @
GARAGE
DOOR
WALL
FENCE 1
WM15(91.43 FS)(91.39 FS)(91.38 FS)(91.49 FS)(91.59 FS)(91.51 FS)(91.72 FS)(91.64 FS)(91.80 FS)(91.81 FS)EX & PROP FS @ E'LY R/W EX & PROP FS @ E'LY R/W (-1.44%)(+0.87%)(+0.46%)(+0.37%)(+0.47%)(+0.84%)(+0.25%)(+0.21%)(-1.65%)(91.18 FS)(91.19 FS)(91.20 FS)(91.23 FS)(91.25 FS)(91.28 FS)(91.33 FS)(91.38 FS)(91.35 FS)(91.34 FS)EX & PROP FS @

E'LY LIP OF GUTTER
EX & PROP FS @

E'LY LIP OF GUTTER
(+0.07%)(+0.10%)(+0.11%)(+0.11%)(+0.21%)(+0.19%)(-0.11%)(-0.07%)(91.19 FS)(91.18 FS)(91.15 FS)(91.17 FS)(91.20 FS)(91.28 FS)(91.34 FS)(91.39 FS)(91.42 FS)(91.45 FS)EX & PROP FS @

W'LY LIP OF GUTTER
EX & PROP FS @

W'LY LIP OF GUTTER
(-0.12%)(+0.08%)(+0.11%)(+0.11%)(+0.23%)(+0.22%)(+0.11%)(+0.11%)(91.22 FS)(91.30 FS)(91.75 FS)(91.83 FS)(91.33 FS)(91.39 FS)(91.47 FS)(91.52 FS)(91.60 FS)(91.65 FS)(91.70 FS)EX & PROP FS @ W'LY R/W EX & PROP FS @ W'LY R/W(91.40 FS)(+0.32%) (+0.22%)(+0.22%)(+0.32%)(+0.19%)(+0.22%)

320 MAIN STREET
UNIT D
SEAL BEACH, CA 90740
714-656-0160
CIP NO. __-__

PROFILE
SCALE

ALLEYS NORTH OF FOSTER PAVEMENT REHABILITATION PROJECT

CONSTRUCTION NOTES
2 1
13 4 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT PCC ALLEY INTERSECTION CASE A PER SPPWC STD. PLAN NO. 130-3.

ADJUST MANHOLE TO GRADE.

EXISTING CONCRETE

PROPOSED CONCRETE IMPROVEMENTS

PRELIMINARY

EXISTING BLOCK WALL
NOTE:

EXISTING JAGGED-EDGE CONCRETE TO JOIN NEW AC

SHALL BE SAWCUT STRAIGHT PRIOR TO PAVING
8 9
10 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
SIDEWALK PER SPPWC STD PLAN NO. 122-2.

NEW AC PVMT
LEGEND

EXISTING FENCE / GATExx

EXISTING RIGHT OF WAY

NOT USED

NOT USED
15+00 MATCH LINE ~ SEE SHEET 101413+50+50
FOSTER-PRSICILLA ALLEY FROM 12+50 TO 15+00MATCH LINE STA 15+00 SEE SHEET 13FOSTER-PRSICILLA ALLEY +50
MATCH LINE STA 12+50 SEE SHEET 1191
93 92
91 93
92 91
92 93
91 92
93 92
94 93
92 94
93 92
93 94
92 93
94 15MATCH LINE STA 12+50 SEE SHEET 11SFR
9332 BELCHER ST
6262-019-042
SFR
9333 BELCHER ST
6262-018-031
SFR
9260 PRISCILLA ST
6262-018-043
SFR
13241 COLUMBIA WAY
6262-018-030
SFR
13235 COLUMBIA WAY
6262-018-029
SFR
13231 COLUMBIA WAY
6262-018-040
SFR
13225 COLUMBIA WAY
6262-018-041
+13 00 +14 00
+15
SFR
9329 BELCHER ST
6262-018-032
SFR
13247 COLUMBIA WAY
6262-019-043
WM
WM
xxxxxxJOIN AC @
CONC
1V-GUTTER
1WALL
JOIN AC @
WALL 1WALL JOIN AC @
WALL
2 2
1PP
2 2
2 2
1V-GUTTER
1WALL JOIN AC @
WALL
1VAULT
1PP
1CONC1GW
JOIN AC @
WALL
JOIN AC @
WALL(10')(10')(10')(10')SFR
9333 BELCHER ST
6262-018-031 JOIN AC @
CONC
FENCE 1
JOIN AC @

CURB FACE
CONC 1
WM 15
SMH
13 GARAGE
DOOR
WV
14 WM
1 CONC
1 GARAGE
DOOR
GARAGE
DOOR
GARAGE
DOOR
1 WALL
GARAGE

DOOR GARAGE
DOOR
1 VAULT
CONC 1
GATE
PLANTER(91.81 FS)(91.92 FS)(92.03 FS)(92.00 FS)(92.03 FS)(92.11 FS)(92.30 FS)(92.51 FS)(92.61 FS)(92.72 FS)(92.85 FS)EX & PROP FS @ E'LY R/W EX & PROP FS @ E'LY R/W
(-1.42%)
(+1.07%)(-0.37%)(-0.15%)(+0.12%)(+0.28%)(+0.19%)
(+0.76%)(+0.48%)(+0.42%)(+0.97%)(91.34 FS)(91.41 FS)(91.51 FS)(91.62 FS)(91.73 FS)(91.83 FS)(91.93 FS)(92.20 FS)(92.47 FS)(92.52 FS)(92.55 FS)EX & PROP FS @

E'LY LIP OF GUTTER
EX & PROP FS @

E'LY LIP OF GUTTER
(+0.30%)(+0.41%)(+0.44%)(+0.44%)(+0.39%)(+0.38%)(+1.11%) (+1.73%)(-0.74%)(+0.21%)(+0.13%)(91.45 FS)(91.49 FS)(91.57 FS)(91.66 FS)(91.75 FS)(91.84 FS)(91.92 FS)(92.19 FS)(92.50 FS)(92.55 FS)(92.59 FS)EX & PROP FS @

W'LY LIP OF GUTTER
EX & PROP FS @

W'LY LIP OF GUTTER
(+0.15%)(+0.32%)(+0.37%)(+0.37%)(+0.34%)(+0.33%)(+1.10%) (+1.22%)(+0.21%)(+0.16%)(91.70 FS)(91.87 FS)(92.04 FS)(92.08 FS)(92.12 FS)(92.03 FS)(92.07 FS)(92.27 FS)(92.61 FS)(92.68 FS)(92.75 FS)EX & PROP FS @ W'LY R/WEX & PROP FS @ W'LY R/W (+0.68%)(+0.67%)(+0.15%)(-0.17%)(+1.54%)(-0.89%)(-0.89%)(+1.02%)(+0.79%) (+1.35%)
(+0.28%)(+0.28%)

320 MAIN STREET
UNIT D
SEAL BEACH, CA 90740
714-656-0160
CIP NO. __-__

PROFILE
SCALE

ALLEYS NORTH OF FOSTER PAVEMENT REHABILITATION PROJECT

CONSTRUCTION NOTES
2 1
13 4 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT PCC ALLEY INTERSECTION CASE A PER SPPWC STD. PLAN NO. 130-3.

ADJUST MANHOLE TO GRADE.

EXISTING CONCRETE

PROPOSED CONCRETE IMPROVEMENTS

PRELIMINARY

EXISTING BLOCK WALL
NOTE:

EXISTING JAGGED-EDGE CONCRETE TO JOIN NEW AC

SHALL BE SAWCUT STRAIGHT PRIOR TO PAVING
8 9
10 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
SIDEWALK PER SPPWC STD PLAN NO. 122-2.

NEW AC PVMT
LEGEND

EXISTING FENCE / GATExx

EXISTING RIGHT OF WAY

NOT USED

NOT USED
1515+00 MATCH LINE ~ SEE SHEET 1216+50
FOSTER-PRISCILLA ALLEY FROM 15+00 TO PRSICILLA STREETMATCH LINE STA 15+00 SEE SHEET 12FOSTER-PRISCILLA ALLEY PRISCILLA ST 92 94
93 92
94 93
92 93
94 92
93 94
92 94
93 92
94 93
92 93
94 92
93 94
SFR
9260 PRISCILLA ST
6262-018-043
SFR
13219 COLUMBIA WAY
6262-018-042
+00 +16 00 +16 06
SFR
13225 COLUMBIA WAY
6262-018-041xx 2
21V-GUTTER
1PLANTER JOIN AC @

PLANTER

C INTERSECTION
27+55.95 PRISCILLA ST
16+05.63 FOSTER-PRISCILLA ALLEY=
L
JOIN AC @
GARAGE
DOOR
JOIN AC @
CONC
JOIN AC @
WALL
1WALL(10')(10')CONC 1
ALLEY
APPROACH1
CATV 15(92.85 FS)(92.69 FS)(92.57 FS)(92.56 FS)EX & PROP FS @ E'LY R/W (92.44 FS)(-0.63%)(-0.49%)(+0.51%)(92.55 FS)(92.45 FS)(92.34 FS)(92.24 FS)EX & PROP FS @

E'LY LIP OF GUTTER
(92.18 FS)(-0.43%)(-0.43%)(-0.39%)(92.59 FS)(92.54 FS)(92.49 FS)(92.28 FS)EX & PROP FS @

W'LY LIP OF GUTTER
(92.14 FS)(-0.20%)(-0.20%)(-0.86%)(92.75 FS)(92.66 FS)(92.58 FS)(92.50 FS)EX & PROP FS @ W'LY R/W (92.45 FS)(-0.33%)(-0.33%)(-0.33%)

320 MAIN STREET
UNIT D
SEAL BEACH, CA 90740
714-656-0160
CIP NO. __-__

PROFILE
SCALE

ALLEYS NORTH OF FOSTER PAVEMENT REHABILITATION PROJECT

CONSTRUCTION NOTES
2 1
13 4 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT PCC ALLEY INTERSECTION CASE A PER SPPWC STD. PLAN NO. 130-3.

ADJUST MANHOLE TO GRADE.

EXISTING CONCRETE

PROPOSED CONCRETE IMPROVEMENTS

PRELIMINARY

EXISTING BLOCK WALL
NOTE:

EXISTING JAGGED-EDGE CONCRETE TO JOIN NEW AC

SHALL BE SAWCUT STRAIGHT PRIOR TO PAVING
8 9
10 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
SIDEWALK PER SPPWC STD PLAN NO. 122-2.

NEW AC PVMT
LEGEND

EXISTING FENCE / GATExx

EXISTING RIGHT OF WAY

NOT USED

NOT USED
40 88
90 89
90 91 42+50 MATCH LINE ~ SEE SHEET 1592
88 89
90 4241+50+50
CORRIGAN-BELLFLOWER ALLEY FROM CORRIGAN TO 42+50MATCH LINE STA 42+50 SEE SHEET 15CORRIGAN-BELLFLOWER ALLEYCORRIGAN +50
88 90
89 88
90 89
90 91
92 88
89 90
88 90
89 SFR
9632 BELCHER ST
6262-005-036
SFR
9638 BELCHER ST
6262-005-037
SFR
9642 BELCHER ST
6262-005-038
SFR
9648 BELCHER ST
6262-005-039
SFR
9652 BELCHER ST
6262-005-040
SFR
9633 FOSTER RD
6282-005-049
SFR
9639 FOSTER RD
6282-005-048
SFR
9643 FOSTER RD
6282-005-047
SFR
9649 FOSTER RD
6282-005-046
SFR
9653 FOSTER RD
6282-005-045
+40 00 +41 00 +42 00+1200SIGN 1 PP
1V-GUTTER WMWMWMWMWMWMxxxxWMxx
xxxx xx (10')(10')JOIN AC @
CONC
2 2
2 2
WV14
SIGN1 CONC1WM1 CONC1 WM1 WALL1 WM1 CONC1 WALL1CONC1WM15 SIGN1 WMGW1151WALL1
CONC
1 CONC
1 GRAVEL1 CONC1 1 WALL CONC1
CONC
115
WM
1 PP
JOIN AC @
WALL

C INTERSECTION
11+90.16 CORRIGAN AVE
40+00.00 CORRIGAN-BELLFLOWER ALLEY=
L
JOIN AC @
WALL
JOIN AC @
CONC
JOIN AC @
GRAVEL
JOIN AC @
CONC
JOIN AC @
WALL
JOIN AC @
CONC
GATE
TRACKS
1 4
65 2'
(89.92 TC)
(89.32 FL)

JOIN EX
(89.93 FS)

JOIN EX
(89.96 FS)

JOIN EX
(88.64 TC)
(89.04 FL)

JOIN EX

LANDSCAPE
EX & PROP FS @ N'LY R/W
EX & PROP FS @ N'LY R/W
(89.93 FS)(90.08 FS)(90.15 FS)(89.96 FS)(89.89 FS)(89.82 FS)(89.84 FS)(89.97 FS)(89.93 FS)(89.68 FS)(+0.71%)(+0.56%)(+7.16 %
)(-1.92%)
(-0.29%)(-0.29%)(-0.26%)(+0.06%)(+0.51%)
(-
1 4
.
2 4
%
)
(+0.72%)(-0.84%)
EX & PROP FS @

N'LY LIP OF GUTTER
EX & PROP FS @

N'LY LIP OF GUTTER
(89.81 FS)(89.78 FS)(89.75 FS)(89.71 FS)(89.68 FS)(89.60 FS)(89.52 FS)(89.47 FS)(89.44 FS)(89.40 FS)(-0.14%)(-0.14%)(-0.14%)(-0.14%)(-0.30%)(-0.34%)(-0.17%)(-0.12%)(-0.18%) EX & PROP FS @

S'LY LIP OF GUTTER
EX & PROP FS @

S'LY LIP OF GUTTER
(89.80 FS)(89.78 FS)(89.75 FS)(89.74 FS)(89.72 FS)(89.67 FS)(89.60 FS)(89.59 FS)(89.59 FS)(89.52 FS)(-0.12%)(-0.12%)(-0.07%)(-0.06%)(-0.22%)(-0.25%)(-0.05%)(+0.02%)(-0.29%) EX & PROP FS @ S'LY R/W EX & PROP FS @ S'LY R/W
(90.41 FS)(90.20 FS)(90.15 FS)(89.92 FS)(89.84 FS)(89.97 FS)(89.85 FS)(89.77 FS)(89.73 FS)(89.73 FS)(-1.00%)(+0.39%)(+0.28%)(-0.92%)(-0.33%)(+0.55%)(+2.01%)(-1.98%)(-1.98%)(-0.09%)(-0.19%)(+0.03%)

320 MAIN STREET
UNIT D
SEAL BEACH, CA 90740
714-656-0160
CIP NO. __-__

PROFILE
SCALE

ALLEYS NORTH OF FOSTER PAVEMENT REHABILITATION PROJECT

CONSTRUCTION NOTES
2 1
13 4 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT PCC ALLEY INTERSECTION CASE A PER SPPWC STD. PLAN NO. 130-3.

ADJUST MANHOLE TO GRADE.

EXISTING CONCRETE

PROPOSED CONCRETE IMPROVEMENTS

PRELIMINARY

EXISTING BLOCK WALL
NOTE:

EXISTING JAGGED-EDGE CONCRETE TO JOIN NEW AC

SHALL BE SAWCUT STRAIGHT PRIOR TO PAVING
8 9
10 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
SIDEWALK PER SPPWC STD PLAN NO. 122-2.

NEW AC PVMT
LEGEND

EXISTING FENCE / GATExx

EXISTING RIGHT OF WAY

NOT USED

NOT USED
4443+50+50
CORRIGAN-BELLFLOWER ALLEY FROM 42+50 TO BELLFLOWER BOULEVARD

CORRIGAN-BELLFLOWER ALLEY BELLFLOWER BLVD
88 90
89 88
89 90
88 89
90 88
90 89
88 90
89 90
91 92
88 89
90 88
90 89
MATCH LINE STA 42+50 SEE SHEET 1442+50 MATCH LINE ~ SEE SHEET 14SFR 9658 BELCHER ST
6262-005-041
SFR
9662 BELCHER ST
6262-005-042
SFR
9659 FOSTER RD
6282-005-044
SFR
9663 FOSTER RD
6282-005-043
+43 00 +44 00 +44 20+1200SFR
9653 FOSTER RD
6282-005-045
SFR
9652 BELCHER ST
6262-005-040
1PP 1PP
1V-GUTTER WMWMWM
xx xx WMxx xx
xx

C INTERSECTIONL
1 SIGN
GW 1
WM 15
WM 15 WALL 1 14
WV
(10')(10')2
2 11+89.62 BELLFLOWER BLVD
44+19.52 CORRIGAN-BELLFLOWER ALLEY=
JOIN AC @
CONC
JOIN AC @
WALL
GW1
JOIN AC @
CONC

GARAGE DOOR
WALL 1 JOIN AC @
CONC
GARAGE
DOORCONC1WM1
GARAGE
DOOR
JOIN AC @
CONCWALL1
JOIN AC @
CONC
WM1
2 2
7 7
4 5 6
(89.10 TC)
(88.31 FL)

JOIN EX
2'
(89.12 FS)

JOIN EX
(89.16 FS)

JOIN EX
(88.94 TC)
(88.19 FL)

JOIN EX
EX & PROP FS @ N'LY R/W
(89.68 FS)(89.67 FS)(89.52 FS)(89.71 FS)(89.60 FS)(89.22 FS)(+0.02%)(-0.50%)(-0.61%)(+1.91%)(-0.17%)(-0.35%) (-1.61%)(89.21 FS)EX & PROP FS @

N'LY LIP OF GUTTER
(89.40 FS)(89.34 FS)(89.29 FS)(89.24 FS)(89.18 FS)(89.11 FS)(-0.21%)(-0.21%)(-0.21%)(+0.35%)(+0.47%)(89.46 FS)EX & PROP FS @

S'LY LIP OF GUTTER
(89.52 FS)(89.42 FS)(89.30 FS)(89.19 FS)(89.14 FS)(89.11 FS)(-0.42%)(-0.46%)(-0.47%)(-0.47%)(-0.47%)(88.93 FS)EX & PROP FS @ S'LY R/W (89.73 FS)(89.60 FS)(89.59 FS)(89.47 FS)(89.40 FS)(89.21 FS)(-0.54%)(-0.87%)(+0.47%)(-0.52%)(-0.32%)(-0.82%)(89.01 FS)

320 MAIN STREET
UNIT D
SEAL BEACH, CA 90740
714-656-0160
CIP NO. __-__

PROFILE
SCALE

ALLEYS NORTH OF FOSTER PAVEMENT REHABILITATION PROJECT

CONSTRUCTION NOTES
2 1
13 4 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT PCC ALLEY INTERSECTION CASE A PER SPPWC STD. PLAN NO. 130-3.

ADJUST MANHOLE TO GRADE.

EXISTING CONCRETE

PROPOSED CONCRETE IMPROVEMENTS

PRELIMINARY

EXISTING BLOCK WALL
NOTE:

EXISTING JAGGED-EDGE CONCRETE TO JOIN NEW AC

SHALL BE SAWCUT STRAIGHT PRIOR TO PAVING
8 9
10 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
SIDEWALK PER SPPWC STD PLAN NO. 122-2.

NEW AC PVMT
LEGEND

EXISTING FENCE / GATExx

EXISTING RIGHT OF WAY

NOT USED

NOT USED
57 59+50 MATCH LINE ~ SEE SHEET 175958+50+50
DUNROBIN-EASTBROOK ALLEY FROM DUNROBIN TO 59+50MATCH LINE STA 59+50 SEE SHEET 17DUNROBIN-EASTBROOK ALLEYDUNROBIN AVE +50
90 92
91 90
92 91
90 92
91 90
92 91
90 92
91 90
92 91
90 92
91 90
92 91
90 92
91 90
92 91
(10')(10')SFR
13244 DUNROBIN AVE
6281-004-018
SFR
13245 EASTBROOK AVE
6281-004-024
SFR
13258 DUNROBIN AVE
6281-004-019
SFR
9909 FOSTER RD
6281-004-020
SFR
9913 FOSTER RD
6281-004-021
SFR
9919 FOSTER RD
6281-004-022
+57 00 +58 00 +59 00+1200PP
FENCE

FENCE FENCE PP
WALL
xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx xx xx xx xx xx xx xx xx xx xx xx xx xx xxxxxxxx xx
WMWMxxxxWM1
1 1 1
1 1
13 STA 57+14.82JOIN EX.2
2 2
2 3

C INTERSECTION
11+73.84 DUNROBIN AVE
57+00.00 DUNROBIN-EASTBROOK ALLEY=
L
(90.62 FS)

JOIN EX
(90.68 FS)

JOIN EX
4 90.39 LIP

90.31 FL

90.39 LIP
(89.81 TC)
(89.77 FL)

JOIN EX
(90.62 TC)
(89.96 FL)

JOIN EX
JOIN AC @

VEGETATION
JOIN AC @

VEGETATION
JOIN AC @
WALL
JOIN AC @
FENCE
JOIN AC @
CONC
JOIN AC @
FENCE
JOIN AC @
FENCE
JOIN AC @
WALL
JOIN AC @
CONC
GATE1
JOIN AC @
GARAGE
DOOR
65 1.50'1.50'GW1
GATE1 WALL1
15 WM
SMH
WM 15
2'

VEGETATED
FENCE1
10 (90.91 FS)

JOIN EX
(91.03 FS)

JOIN EX

8.00'(90.68 FS)(90.34 FS)(90.71 FS)(90.76 FS)(90.80 FS)(90.89 FS)(90.97 FS)(90.97 FS)(90.93 FS)(90.87 FS)(90.81 FS)(90.68 FS)(90.71 FS)(90.80 FS)(90.97 FS)(90.93 FS)(90.81 FS)89.84 FL90.46 FL90.68 FL90.85 FL90.82 FLEX FS @ PROPOSED

FL OF V-GUTTER

EX FS @ PROPOSED

FL OF V-GUTTER
STA 57+29.91GB; 90.31 FLSTA 57+50.00GB; 90.35 FLSTA 58+50.00GB; 90.79 FLSTA 59+00.00GB; 90.91 FLSTA 59+50.00GB; 90.73 FLPROPOSED FL OF

V-GUTTER

PROPOSED FL OF
V-GUTTER90.57 FL+0.20%
+0.25%-0.37%+0.44%
+4.84%
+2.00%STA 57+25.91GB; 90.23 FLEX FS @ PROPOSED

N'LY LIP OF GUTTER

PROPOSED N'LY LIP

OF GUTTER
(90.65 FS)(90.71 FS)(90.75 FS)(90.79 FS)(90.86 FS)(90.95 FS)(90.92 FS)(90.88 FS)(90.84 FS)(90.81 FS)90.54 FS90.76 FS90.94 FS90.91 FSSTA 57+50.00GB; 90.43 FSSTA 58+50.00GB; 90.87 FSSTA 59+00.00GB; 91.00 FSSTA 59+50.00GB; 90.81 FSSTA 57+29.9190.39 FSEX FS @ PROPOSED

N'LY LIP OF GUTTER

PROPOSED N'LY LIP
OF GUTTER 90.65 FS+0.20%
+0.25%-0.37%+0.44%

EX FS @ PROPOSED

S'LY LIP OF GUTTER

EX FS @ PROPOSED

S'LY LIP OF GUTTER
(90.64 FS)(90.71 FS)(90.77 FS)(90.83 FS)(90.91 FS)(91.00 FS)(91.01 FS)(90.98 FS)(90.91 FS)(90.81 FS)90.54 FS90.76 FS90.94 FS90.91 FSSTA 57+50.00GB; 90.43 FSSTA 58+50.00GB; 90.87 FSSTA 59+00.00GB; 91.00 FSSTA 59+50.00GB; 90.81 FSSTA 57+29.9190.39 FSPROPOSED S'LY LIP

OF GUTTER

PROPOSED S'LY LIP
OF GUTTER90.65 FS+0.20%
+0.25%-0.37%+0.44%
EX & PROP FS @ N'LY R/W EX & PROP FS @ N'LY R/W
(90.68 FS)(90.59 FS)(90.68 FS)(90.79 FS)(90.90 FS)(91.00 FS)(91.11 FS)(91.15 FS)(91.14 FS)(91.17 FS)EX & PROP FS @ S'LY R/W EX & PROP FS @ S'LY R/W(90.62 FS)(90.70 FS)(90.80 FS)(90.90 FS)(91.00 FS)(91.10 FS)(91.18 FS)(91.13 FS)(91.10 FS)(90.96 FS)

MATCH LINE STA 62+00 SEE SHEET 18EASTBROOK-CORNUTA ALLEY 6160+50 62+50
320 MAIN STREET
UNIT D
SEAL BEACH, CA 90740
714-656-0160
CIP NO. __-__

PROFILE
SCALE

ALLEYS NORTH OF FOSTER PAVEMENT REHABILITATION PROJECT

CONSTRUCTION NOTES
2 1
13 4 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT PCC ALLEY INTERSECTION CASE A PER SPPWC STD. PLAN NO. 130-3.

ADJUST MANHOLE TO GRADE.

EXISTING CONCRETE

PROPOSED CONCRETE IMPROVEMENTS

PRELIMINARY

EXISTING BLOCK WALL
NOTE:

EXISTING JAGGED-EDGE CONCRETE TO JOIN NEW AC

SHALL BE SAWCUT STRAIGHT PRIOR TO PAVING
8 9
10 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
SIDEWALK PER SPPWC STD PLAN NO. 122-2.

NEW AC PVMT
LEGEND

EXISTING FENCE / GATExx

EXISTING RIGHT OF WAY

NOT USED

NOT USED
62+50 MATCH LINE ~ SEE SHEET 18+50
MATCH LINE STA 59+50 SEE SHEET 1659+50 MATCH LINE ~ SEE SHEET 1690 92 91
90 92
91 90
92 91
90 92
91 90
92 91
90 92
91 90
92 91
90 92
91 90
92 91
90 92
91 EASTBROOK AVEDUNROBIN-EASTBROOK ALLEY
DUNROBIN-EASTBROOK ALLEY FROM 59+50 TO EASTBROOK &
EASTBROOK TO CORNUTA ALLEY FROM EASTBROOK TO 62+00
SFR
13245 EASTBROOK AVE
6281-004-024
SFR
9934 BELCHER ST
6281-003-017
SFR
9940 BELCHER ST
6281-003-018
SFR
9946 BELCHER ST
6281-003-019
SFR
13259 EASTBROOK AVE
6281-004-023 SFR
9935 FOSTER RD
6281-003-030
SFR
9941 FOSTER RD
6281-003-029
SFR
9947 FOSTER RD
6281-003-028
+60 00 +61 00 +62+1200WALL

WALL WALL FENCE
CONC

WALLFENCEPP
GATE
CONC
BRICK
xx
xx xx xx xx xxWMxxxxWMxxxxxxxxxxxxxxxx
xxxxxxxxxxxxxx1
1 1 1
1 111
1 1
15 1
32 2
2 2
32 2
STA 60+44.08JOIN EX.STA 60+15.13JOIN EX.JOIN AC @
WALL
JOIN AC @
WALL CONC1 CONC1

C INTERSECTION
11+73.53 EASTBROOK AVE
60+29.67 DUNROBIN-EASTBROOK ALLEY=
L
4 4
(90.82 TC)
(90.18 FL)

JOIN EX
(90.85 TC)
(90.15 FL)

JOIN EX
(90.85 TC)
(90.14 FL)

JOIN EX
(90.92 TC)
(90.22 FL)

JOIN EX
(91.06 FS)

JOIN EX
(91.04 FS)

JOIN EX

91.03 LIP

90.94 FL

91.03 LIP
(90.89 FS)

JOIN EX

90.71 LIP

90.63 FL

90.71 LIP
(91.01 FS)

JOIN EX
6556
GATE
1 JOIN AC @
GATE
WV
14(10')(10')1.50'1.50'2'
2'
JOIN AC @
WALL
JOIN AC @
WALL
WM
SMH13
JOIN AC @
CONC
JOIN AC @
FENCE
JOIN AC @
CONC(10')(10')1.50'1.50'PP1
PP1
JOIN AC @
FENCE(90.81 FS)(90.85 FS)(90.87 FS)(90.78 FS)(90.32 FS)(91.35 FS)(91.12 FS)(91.34 FS)(91.24 FS)(91.45 FS)(91.54 FS)(90.81 FS)(90.87 FS)(90.32 FS)(91.12 FS)(91.24 FS)(91.54 FS)90.68 FL90.98 FL91.10 FL91.23 FLEX FS @ PROPOSED

FL OF V-GUTTER
STA 60+00.00GB; 90.63 FLSTA 61+00.00GB; 91.03 FLSTA 61+50.00GB; 91.18 FLSTA 62+00.0091.28 FLSTA 60+47.82JOIN EX; (90.18 FL)STA 60+12.22JOIN EX; (90.16 FL)PROPOSED FL OF

V-GUTTER

EX FS @ PROPOSED

FL OF V-GUTTER

PROPOSED FL OF
V-GUTTERSTA 59+50.00GB; 90.73 FL+0.20%+0.30%+0.20%
+7.88%
+2.00%
-0.20%-2.00%-4.72%STA 60+04.00GB; 90.55 FLSTA 60+60.61GB; 90.95 FLSTA 60+56.61GB; 90.87 FLEX FS @ PROPOSED

N'LY LIP OF GUTTER
(90.81 FS)(90.84 FS)90.76 FSPROPOSED N'LY LIP
OF GUTTERSTA 59+50.00GB; 90.81 FSSTA 60+00.0090.71 FS-0.20%

EX FS @ PROPOSED

S'LY LIP OF GUTTER
(90.81 FS)(90.87 FS)90.76 FSPROPOSED S'LY LIP
OF GUTTERSTA 59+50.00GB; 90.81 FSSTA 60+00.0090.71 FS-0.20%

EX FS @ PROPOSED

N'LY LIP OF GUTTER
(91.00 FS)(91.35 FS)(91.14 FS)(91.35 FS)(91.23 FS)(91.47 FS)(91.54 FS)91.03 FS91.06 FS91.19 FS91.31 FSSTA 61+00.00GB; 91.11 FSSTA 62+00.0091.36 FSPROPOSED N'LY LIP OF GUTTER STA 61+50.00GB; 91.26 FS+0.20%+0.30%+0.20%

EX FS @ PROPOSED

S'LY LIP OF GUTTER
(90.98 FS)(91.35 FS)(91.15 FS)(91.33 FS)(91.30 FS)(91.45 FS)(91.54 FS)91.03 FS91.06 FS91.19 FS91.31 FSSTA 61+00.00GB; 91.11 FSSTA 62+00.0091.36 FSSTA 61+50.00GB; 91.26 FS+0.20%+0.30%+0.20%

PROPOSED S'LY LIP

OF GUTTER
EX & PROP FS @ N'LY R/W
(91.17 FS)(91.11 FS)EX & PROP FS @ N'LY R/W
(91.06 FS)(91.34 FS)(91.28 FS)(91.39 FS)(91.46 FS)(91.59 FS)(91.63 FS)EX & PROP FS @ S'LY R/W(90.96 FS)(90.94 FS)EX & PROP FS @ S'LY R/W(90.95 FS)(91.36 FS)(91.50 FS)(91.30 FS)(91.52 FS)(91.54 FS)(91.66 FS)

320 MAIN STREET
UNIT D
SEAL BEACH, CA 90740
714-656-0160
CIP NO. __-__

PROFILE
SCALE

ALLEYS NORTH OF FOSTER PAVEMENT REHABILITATION PROJECT

CONSTRUCTION NOTES
2 1
13 4 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT PCC ALLEY INTERSECTION CASE A PER SPPWC STD. PLAN NO. 130-3.

ADJUST MANHOLE TO GRADE.

EXISTING CONCRETE

PROPOSED CONCRETE IMPROVEMENTS

PRELIMINARY

EXISTING BLOCK WALL
NOTE:

EXISTING JAGGED-EDGE CONCRETE TO JOIN NEW AC

SHALL BE SAWCUT STRAIGHT PRIOR TO PAVING
8 9
10 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
SIDEWALK PER SPPWC STD PLAN NO. 122-2.

NEW AC PVMT
LEGEND

EXISTING FENCE / GATExx

EXISTING RIGHT OF WAY

NOT USED

NOT USED
EASTBROOK-CORNUTA ALLEY FROM 62+00 TO CORNUTA AVENUEMATCH LINE STA 62+00 SEE SHEET 17EASTBROOK-CORNUTA ALLEY CORNUTA AVE 6463+5062+5062+00 MATCH LINE ~ SEE SHEET 17+50
90 92
91 90
92 91
90 92
91 90
92 91
90 92
91 90
92 91
90 92
91 90
92 91
90 92
91 SFR
9952 BELCHER ST
6281-003-020
SFR
9958 BELCHER ST
6281-003-021
SFR
9964 BELCHER ST
6281-003-022
SFR
9970 BELCHER ST
6281-003-023
SFR
9953 FOSTER RD
6281-003-027
SFR
9959 FOSTER RD
6281-003-026
SFR
9963 FOSTER RD
6281-003-025
SFR
9971 FOSTER RD
6281-003-024
+00 +63 00 +64 00 +64 89+1200SFR
9947 FOSTER RD
6281-003-028
SFR
9946 BELCHER ST
6281-003-019

CONC PP
PP
WALL
CONC
GATE
FENCE
WALL
CONC

FENCEGATEWALLGATE

BRICKBRICK
xx xx xx xx xx xx xx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxWMWMWMWMxxxxxx xxxxxxxxxxWMWMWM1 1
1 1
1 1
1 1
1 3
2 2
2 2
1111
11 STA 64+74.38 (0.00')JOIN EX.JOIN AC @
FENCE
WM1 CONC1 WM15

C INTERSECTION
11+73.10 CORNUTA AVE
64+89.16 EASTBROOK-CORNUTA ALLEY=
L

91.90 LIP

91.82 FL

91.90 LIP 4
5 6
2'
(91.84 TC)
(91.18 FL)

JOIN EX
(91.80 TC)
(91.14FL)

JOIN EX
(91.95 FS)

JOIN EX
(91.98 FS)

JOIN EX
(10')(10')JOIN AC @
CONC
JOIN AC @
CONC
JOIN AC @
WALL
JOIN AC @
FENCE
WALL1
JOIN AC @
WALL
PLANTER1
CONC1

GARAGE DOOR
JOIN AC @
GATE
VEGETATION JOIN AC @
GATEWALL1
WM15
WM15(91.54 FS)(91.65 FS)(91.55 FS)(91.80 FS)(91.68 FS)(91.83 FS)(91.66 FS)(91.91 FS)(91.65 FS)(91.77 FS)(91.97 FS)(91.42 FS)(91.54 FS)(91.55 FS)(91.68 FS)(91.66 FS)(91.65 FS)(91.97 FS)91.33 FL91.42 FL91.47 FL91.52 FL91.62 FL91.72 FLSTA 64+50.00GB; 91.77 FLEX FS @ PROPOSED

FL OF V-GUTTER

PROPOSED FL OF
V-GUTTERSTA 62+00.0091.28 FL91.39 FL91.38 FL91.57 FL91.67 FL+0.52% +0.20%
-2.00%
-6.9
2 %STA 64+63.19GB; 91.74 FLSTA 64+59.19GB; 91.82 FLSTA 64+71.38JOIN EX; (91.17 FL)EX FS @ PROPOSED

N'LY LIP OF GUTTER

EX FS @ PROPOSED

N'LY LIP OF GUTTER
(91.54 FS)(91.65 FS)(91.55 FS)(91.81 FS)(91.69 FS)(91.84 FS)(91.67 FS)(91.91 FS)(91.69 FS)(91.78 FS)(91.98 FS)91.41 FS91.51 FS91.61 FS91.70 FS91.80 FSSTA 64+50.00GB; 91.85 FSPROPOSED N'LY LIP

OF GUTTER

EX FS @ PROPOSED
N'LY LIP OF GUTTERSTA 62+00.0091.36 FS91.46 FS91.56 FS91.66 FS91.75 FS+0.52% +0.20%STA 64+59.1891.90 FSEX FS @ PROPOSED

S'LY LIP OF GUTTER

EX FS @ PROPOSED

S'LY LIP OF GUTTER
(91.54 FS)(91.65 FS)(91.55 FS)(91.79 FS)(91.66 FS)(91.83 FS)(91.66 FS)(91.90 FS)(91.68 FS)(91.77 FS)(91.97 FS)91.41 FS91.51 FS91.61 FS91.70 FS91.80 FS91.36 FS91.56 FS91.66 FS91.79 FSSTA 64+50.00GB; 91.85 FSSTA 62+00.0091.36 FS91.46 FS+0.52% +0.20%STA 64+59.1991.90 FSEX & PROP FS @ N'LY R/W EX & PROP FS @ N'LY R/W (91.63 FS)(91.63 FS)(91.73 FS)(91.85 FS)(91.89 FS)(91.88 FS)(91.90 FS)(91.95 FS)(91.97 FS)(92.07 FS)(92.02 FS)(91.94 FS)EX & PROP FS @ S'LY R/W EX & PROP FS @ S'LY R/W(91.67 FS)(91.76 FS)(91.74 FS)(91.73 FS)(91.82 FS)(91.88 FS)(91.93 FS)(91.98 FS)(91.99 FS)(91.99 FS)(91.95 FS)

320 MAIN STREET
UNIT D
SEAL BEACH, CA 90740
714-656-0160
CIP NO. __-__

PROFILE
SCALE

ALLEYS NORTH OF FOSTER PAVEMENT REHABILITATION PROJECT

CONSTRUCTION NOTES
2 1
13 4 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT PCC ALLEY INTERSECTION CASE A PER SPPWC STD. PLAN NO. 130-3.

ADJUST MANHOLE TO GRADE.

EXISTING CONCRETE

PROPOSED CONCRETE IMPROVEMENTS

PRELIMINARY

EXISTING BLOCK WALL
NOTE:

EXISTING JAGGED-EDGE CONCRETE TO JOIN NEW AC

SHALL BE SAWCUT STRAIGHT PRIOR TO PAVING
8 9
10 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
SIDEWALK PER SPPWC STD PLAN NO. 122-2.

NEW AC PVMT
LEGEND

EXISTING FENCE / GATExx

EXISTING RIGHT OF WAY

NOT USED

NOT USED
10 92
94 93
12+50 MATCH LINE ~ SEE SHEET 2092
93 94
1211+50+50
FOSTER-WOODRUFF ALLEY FROM FOSTER RD TO STA 12+50MATCH LINE STA 12+50 SEE SHEET 20FOSTER-WOODRUFF ALLEY +50

FOSTER RD
92 93
94 92
94 93
92 94
93 92
94 93
92 93
94 92
93 94
92 94
93 92
94 93

EX FS @ PROP E'LY LIP OF GUTTER
PROP E'LY LIP OF GUTTER(92.51 FS)(92.52 FS)(92.53 FS)(92.57 FS)(92.61 FS)(92.61 FS)(92.61 FS)(92.63 FS)(92.68 FS)92.13 FS92.23 FS92.43 FSSTA 11+00.02GB; 92.18 FSSTA 12+50.00GB; 92.48 FSSTA 12+19.15BC;92.42 FS+0.22%STA 10+54.43GB; 92.08 FS92.28 FS92.33 FS92.38 FS+0.20% 2'WMxxxxxxxxxx xxWMSFR
10003 FOSTER RD
6281-002-013
SFR
13246 CORNUTA
6281-002-013
SFR
13242 CORNUTA
6281-002-011
SFR
13236 CORNUTA
6281-002-001
SFR
13235 WOODRUFF AVE
6281-002-015
+10 00 +11 00 +12 00 SFR13236 CORNUTA1 WALL1PLANTER
1 WALL
1PP
3 2
2 2
2 CONC1
CONC1
1 GATE
CONC1
1 GATE
CONC1
1 WALL

C INTERSECTION
66+54.00 FOSTER RD
10+00.00 FOSTER-WOODRUFF ALLEY=
L
4 1
WALL
1WA
L
L
(10')(10')J
O
I
N

A
C
@WA
L
L
65 92.08 FS

92.08 FS
(92.14 TC)
(91.70 FL)

JOIN EX
(92.27 TC)
(91.58 FL)

JOIN EX

92.00 FL
(92.54 FS)

JOIN EX
(92.48 FS)

JOIN EX
JOIN AC @
CONC
JOIN AC @
CONC JOIN AC @
CONC
JOIN AC @
WALL
STA 12+19.15 (0.000)BC1 WM
STA 10+38.45SAWCUT; JOIN EX.JOIN AC @
GATE
JOIN AC @
WALL
JOIN AC @
CONC
JOIN AC @
WALL
GW
C1

1.5'1.5'GARAGE DOOR GARAGE DOOR GARAGE DOOR

GARAGE DOOR
15WM

EX FS @ PROP W'LY LIP OF GUTTER
PROP W'LY LIP OF GUTTER STA 12+50.00GB; 92.48 FSSTA 12+19.15BC;92.42 FS(92.51 FS)(92.52 FS)(92.57 FS)(92.63 FS)(92.62 FS)(92.61 FS)(92.67 FS)(92.70 FS)(92.75 FS)92.13 FS92.23 FS92.43 FS+0.22%STA 10+54.42GB; 92.08 FSSTA 11+00.00GB; 92.18 FS92.28 FS92.33 FS92.38 FS+0.20% EX & PROP FS @ W'LY R/W EX & PROP FS @ W'LY R/W
(92.54 FS)(92.57 FS)(92.71 FS)(92.84 FS)(92.67 FS)(92.64 FS)(92.95 FS)(92.90 FS)(92.95 FS)EX & PROP FS @ E'LY R/W EX & PROP FS @ E'LY R/W(92.48 FS)(92.58 FS)(92.70 FS)(92.82 FS)(92.92 FS)(92.91 FS)(92.89 FS)(92.83 FS)(92.85 FS)(91.75 FS)(92.22 FS)(92.51 FS)(92.54 FS)(92.60 FS)(92.61 FS)(92.60 FS)(92.62 FS)(92.67 FS)(92.72 FS)EX FS @ PROP

V-GUTTER FL

92.05 FL92.15 FLSTA 10+42.23JOIN EX; (91.65 FL)STA 11+00.00GB; 92.10 FLSTA 12+50.0092.40 FLPROP V-GUTTER FL92.20 FL92.25 FL92.30 FL92.35 FL+0.20%+0.22% +3.35%+2.00%STA 10+50.42GB; 91.92 FLSTA 10+54.42GB; 92.00 FLCURVE TABLE CURVE #
C1
DELTA
90°03'15"
RADIUS
183.64
LENGTH
288.63

TANGENT
183.814

320 MAIN STREET
UNIT D
SEAL BEACH, CA 90740
714-656-0160
CIP NO. __-__

PROFILE
SCALE

ALLEYS NORTH OF FOSTER PAVEMENT REHABILITATION PROJECT

CONSTRUCTION NOTES
2 1
13 4 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT PCC ALLEY INTERSECTION CASE A PER SPPWC STD. PLAN NO. 130-3.

ADJUST MANHOLE TO GRADE.

EXISTING CONCRETE

PROPOSED CONCRETE IMPROVEMENTS

PRELIMINARY

EXISTING BLOCK WALL
NOTE:

EXISTING JAGGED-EDGE CONCRETE TO JOIN NEW AC

SHALL BE SAWCUT STRAIGHT PRIOR TO PAVING
8 9
10 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
SIDEWALK PER SPPWC STD PLAN NO. 122-2.

NEW AC PVMT
LEGEND

EXISTING FENCE / GATExx

EXISTING RIGHT OF WAY

NOT USED

NOT USED
1413+50+50
FOSTER-WOODRUFF ALLEY FROM STA 12+50 TO STA 14+50MATCH LINE STA 14+50 SEE SHEET 21FOSTER-WOODRUFF ALLEY +50
MATCH LINE STA 12+50 SEE SHEET 1912+50 MATCH LINE ~ SEE SHEET 1992 94 93
92 93
94 92
93 94
92 94
93 92
94 93
92 94
93 92
93 94
92 93
94 92
94 93
92 94
93 14+50 MATCH LINE ~ SEE SHEET 21xx
xxxx
xxxxxxxxxxWMWMWMWMWMxx
WMSFR
10002
B
E
L
C
H
E
R
ST 62
8 1
-
0 0
2 -
0 0
2 SFR
10010 BE
L
C
H
E
R

S
T
6281-002
-
0 0
3 SFR
10018 BELCHER ST
6281-002-004 SFR10024 BE
L
C
H
E
R

S
T
6281-002-
0 0
5 SFR
100
3 2

B
E
L
C
H
E
R

S
T
628
1 -
0 0
2 -
0 0
6 SFR
13235 WOODRUFF AVE
6281-002-015
+13 00 +14 00 SFR10040 BELCHER ST6281-002-007SFR13236 CORNUTA6281-002-0011 WALL 1 WM
2 2
2 32
WALL
CONC
1 CONC1
CONC1
CONC1
1 WALL
2 2
1WALL 1
WALL
CONC
1 15
WM
(10')(10')CONC1
JO
IN
AC
@CONCJOIN AC @
WALLJOIN AC @
WALL
JOIN AC @
CONC
JOIN AC @
WALL
C1
C1JOIN
A
C
@
CON
C JOIN
A
C
@
WALL
GW
JOIN AC @
CONC
JOIN AC @
CONC
C1
GARAGE
DOOR
1 WM

GARAGE DOOR

GARAGE DOOR
15 WM
CONC
1 EX FS @ PROP N'LY LIP OF GUTTER
PROP N'LY LIP OF GUTTERGB; 92.48 FSSTA 14+50.0092.89 FS(92.75 FS)(92.73 FS)(92.77 FS)(92.81 FS)(92.87 FS)(92.91 FS)(92.91 FS)(92.91 FS)(92.98 FS)92.63 FS92.74 FS92.79 FS92.84 FSSTA 12+50.00GB; 92.48 FSSTA 14+50.0092.53 FS92.58 FS92.69 FS+0.20% EX & PROP FS @ N'LY R/W EX & PROP FS @ N'LY R/W
(92.95 FS)(92.83 FS)(92.96 FS)(92.94 FS)(93.02 FS)(93.14 FS)(93.25 FS)(93.16 FS)(93.26 FS)EX & PROP FS @ S'LY R/W EX & PROP FS @ S'LY R/W(92.85 FS)(92.97 FS)(93.06 FS)(93.06 FS)(93.04 FS)(92.94 FS)(92.93 FS)(92.98 FS)(93.04 FS)(92.72 FS)(92.71 FS)(92.74 FS)(92.78 FS)(92.85 FS)(92.89 FS)(92.88 FS)(92.89 FS)(92.97 FS)EX FS @ PROP V-GUTTER FL

92.55 FL92.65 FL92.70 FL92.75 FLSTA 14+50.0092.80 FLPROP V-GUTTER FLSTA 12+50.0092.40 FL92.45 FL92.50 FL92.60 FL+0.20%

CURVE TABLE
CURVE #
C1
DELTA
90°03'15"
RADIUS
183.64
LENGTH
288.63

TANGENT
183.814

PROP S'LY LIP OF GUTTER

EX FS @ PROP S'LY LIP OF GUTTER(92.68 FS)(92.72 FS)(92.79 FS)(92.81 FS)(92.82 FS)(92.86 FS)(92.86 FS)(92.88 FS)(92.96 FS)92.63 FS92.73 FS92.78 FS92.83 FSGB; 92.48 FSSTA 14+50.0092.88 FSSTA 12+50.00GB; 92.48 FS92.53 FS92.58 FS92.68 FS+0.20%

320 MAIN STREET
UNIT D
SEAL BEACH, CA 90740
714-656-0160
CIP NO. __-__

PROFILE
SCALE

ALLEYS NORTH OF FOSTER PAVEMENT REHABILITATION PROJECT

CONSTRUCTION NOTES
2 1
13 4 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT PCC ALLEY INTERSECTION CASE A PER SPPWC STD. PLAN NO. 130-3.

ADJUST MANHOLE TO GRADE.

EXISTING CONCRETE

PROPOSED CONCRETE IMPROVEMENTS

PRELIMINARY

EXISTING BLOCK WALL
NOTE:

EXISTING JAGGED-EDGE CONCRETE TO JOIN NEW AC

SHALL BE SAWCUT STRAIGHT PRIOR TO PAVING
8 9
10 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
SIDEWALK PER SPPWC STD PLAN NO. 122-2.

NEW AC PVMT
LEGEND

EXISTING FENCE / GATExx

EXISTING RIGHT OF WAY

NOT USED

NOT USED
14+50 MATCH LINE ~ SEE SHEET 201615+50+50
FOSTER-WOODRUFF ALLEY FROM STA 14+50 TO WOODRUFF AVENUEMATCH LINE STA 14+50 SEE SHEET 20FOSTER-WOODRUFF ALLEY +50
92 94
93 92
94 93
92 93
94 92
93 94
92 94
93 92
94 93
92 94
93 92
93 94
92 93
94 92
94 93

WOODRUFF AVE
xxxxWMWMxx xx
SFR
10040 B
E
L
C
H
E
R

S
T
6281-00
2 -
0 0
7 SFR
10048 BELCHER ST
6281-002-008
SFR
10054 BELCHER ST
6281-002-010
SFR
13217 WOODRUFF AVE
6281-002-009
SFR
13235 WOODRUFF AVE
6281-002-015
+15 00 +16 00 +16 90
+140010040 BELCHER ST6281-002-007WALL
CON
C
1BLD WALL1
CONC1
WALL1GATE1
CONC1
WALL1
2 2
2 2
3 C INTERSECTION
14+01.00 WOODRUFF AVE
16+89.76 FOSTER-WOODRUFF ALLEY
L
(10')(10')CONC1
CONC1 4
BLD WALL1
JOIN AC @ BLD WALL
JOIN AC @

BLOCK WALL
JOIN AC @
CONC
JOIN AC @
WALL
JOIN AC @
CONC
WM1
JOIN AC @
CONC
JOIN AC @
WALL
C1
5 6
(93.20 TC)
(92.34 FL)

JOIN EX
(92.95 TC)
(92.33 FL)

JOIN EX

92.95 FL

93.03 FS

93.03 FS
STA 15+07.78 (0.000)BC15
2'
(93.24 FS)

JOIN EX
(93.25 FS)

JOIN EX
STA 16+40.92SAWCUT; JOIN EX.1.50'1.50'WM
10 (93.19 FS)

JOIN EX
SL1
(12')(92.96 FS)(93.05 FS)(93.13 FS)(93.17 FS)(93.15 FS)(93.13 FS)(93.15 FS)(93.23 FS)92.93 FS93.03 FS92.88 FSSTA 15+07.78EC; 93.00 FSSTA 15+75.0093.13 FSEX FS @ PROP S'LY LIP OF GUTTER STA 16+25.05GB; 93.04 FSSTA 14+50.0092.88 FS-0.20%
PROP S'LY LIP OF GUTTER92.98 FS93.08 FS93.09 FS+0.20%

EX FS @ PROP N'LY LIP OF GUTTER
STA 16+25.05GB; 93.03 FSSTA 15+07.78EC; 93.00 FSSTA 15+75.0093.13 FS(92.98 FS)(93.04 FS)(93.13 FS)(93.19 FS)(93.23 FS)(93.17 FS)(93.15 FS)(93.23 FS)92.94 FS93.04 FS-0.20%STA 14+50.0092.89 FSPROP N'LY LIP OF GUTTER92.99 FS93.09 FS93.08 FS+0.20% EX & PROP FS @ N'LY R/W EX & PROP FS @ N'LY R/W
(93.26 FS)(93.42 FS)(93.13 FS)(93.31 FS)(93.54 FS)(93.35 FS)(93.20 FS)(93.22 FS)EX & PROP FS @ S'LY R/W EX & PROP FS @ S'LY R/W (93.04 FS)(93.10 FS)(93.16 FS)(93.34 FS)(93.29 FS)(93.24 FS)(93.26 FS)(92.97 FS)(93.04 FS)(93.13 FS)(93.17 FS)(93.17 FS)(93.14 FS)(93.15 FS)(93.23 FS)EX FS @ PROP V-GUTTER FL

92.85 FL92.95 FL92.80 FLSTA 14+50.0092.80 FLPROP V-GUTTER FL92.90 FL93.00 FL93.00 FL+0.20%STA 15+75.00GB; 93.05 FL-0.20%-2.00% -6.51
%STA 16+25.05GB; 92.95 FLSTA 16+29.05GB; 92.87 FLSTA 16+37.23JOIN EX; (92.34 FL)CURVE TABLE CURVE #
C1
DELTA
90°03'15"
RADIUS
183.64
LENGTH
288.63

TANGENT
183.814

320 MAIN STREET
UNIT D
SEAL BEACH, CA 90740
714-656-0160

DOWNEY ALLEY IMPROVEMENT

CROSS SECTIONS

PRELIMINARY
HORIZ. 1" = 10'
VERT. 1" = 1'

PROFILE
SCALE
X-1
STA 10+50 TO STA 12+25

FOSTER-COLUMBIA ALLEY
LEGEND
PROPOSED AC PVMT (4")

PROPOSED CONCRETE

EXISTING CONCRETE
10+50
89 90
91 92
93 94
95 96
89 90
91 92
93 94
95 96
0 10 20 300102030
10+75
89 90
91 92
93 94
95 96
89 90
91 92
93 94
95 96
0 10 20 300102030
11+00
89 90
91 92
93 94
95 96
89 90
91 92
93 94
95 96
0 10 20 300102030
11+25
89 90
91 92
93 94
95 96
89 90
91 92
93 94
95 96
0 10 20 300102030
11+50
89 90
91 92
93 94
95 96
89 90
91 92
93 94
95 96
0 10 20 300102030
11+75
89 90
91 92
93 94
95 96
89 90
91 92
93 94
95 96
0 10 20 300102030
12+00
89 90
91 92
93 94
95 96
89 90
91 92
93 94
95 96
0 10 20 300102030
12+25
89 90
91 92
93 94
95 96
89 90
91 92
93 94
95 96
0 10 20 300102030
(0.4%)(0.7%)(0.8%)(6.4%)
(4.9%)(90.94')(91.19')(91.33')(91.37')(90.94')(90.97')(91.00')(91.02')(91.03')(91.02')(90.92')(90.85')(2.0%)(3.0%)(90.79')(91.00')(91.15')(91.17')(90.79')(91.00')(91.01')(3.1 %
)
(3.1
%
)(1.8%)(90.65')(90.88')(90.65')(90.83')(90.99')(3.9
%
)
(3.9
%
)
(0.7%)(0.6%)(90.52')(90.63')(90.66')(90.52')(90.71')(90.96')(2.0%) (-0.8%)(90.44')(90.48')(90.42')(90.39')(90.35')(90.33')(90.31')(90.29')(90.36')(90.37')(90.44')(90.82')(90.84')(3.0 %
)
(1.8%)
(1.8%)(90.34')(90.36')(90.58')(90.58')(90.59')(90.60')(90.61')(90.61')(90.34')(90.81')(3.5 %
)
(3.2%)
(3.3%)(90.21')(90.36')(90.59')(90.21')(90.62')(2.7%
)
(3.0%)(90.19')(90.46')(90.49')(90.19')(90.25')(90.35')(90.44')(90.43')CL EX RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CLEX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
(91
.36
)FS(90.94)LIP(91.00)FS(90.94)LIP4.7%

0.7%
(91
.13
)FS(90.82)LIP(90.98)FS(90.81)LIP3.5%2.0%
(90
.85
)FS(90.70)LIP(90.94)FS(90.69)LIP1.8%3.1%
(90
.49
)FS(90.17)LIP(90.43)FS(90.25)LIP3.0%2.8%
CLEX
RW
(10')

3.9 %

0.6%(90.66)FS(90.96)FS(90.91)FS(90
.64
)FS(90
.58
)FS(90.54)FS(90.62)FS3.3%3.5
%(91.01)FS(91.03)FS(90.99)FS(90.74)FS(90.82)FS(90.43)FS0.3%(91.17)FS (90.88)FS(90.84)FS2.0%

3.0%(90.81)FS

320 MAIN STREET
UNIT D
SEAL BEACH, CA 90740
714-656-0160

DOWNEY ALLEY IMPROVEMENT

CROSS SECTIONS

PRELIMINARY
HORIZ. 1" = 10'
VERT. 1" = 1'

PROFILE
SCALE
X-2
STA 12+50 TO STA 14+25

FOSTER-COLUMBIA ALLEY
LEGEND
PROPOSED AC PVMT (4")

PROPOSED CONCRETE

EXISTING CONCRETE
12+50
89 90
91 92
93 94
95 96
89 90
91 92
93 94
95 96
0 10 20 300102030
12+75
89 90
91 92
93 94
95 96
89 90
91 92
93 94
95 96
0 10 20 300102030
13+00
89 90
91 92
93 94
95 96
89 90
91 92
93 94
95 96
0 10 20 300102030
13+25
88 89
90 91
92 93
94 95
88 89
90 91
92 93
94 95
0 10 20 300102030
13+50
88 89
90 91
92 93
94 95
88 89
90 91
92 93
94 95
0 10 20 300102030
13+75
88 89
90 91
92 93
94 95
88 89
90 91
92 93
94 95
0 10 20 300102030
14+00
88 89
90 91
92 93
94 95
88 89
90 91
92 93
94 95
0 10 20 300102030
14+25
88 89
90 91
92 93
94 95
88 89
90 91
92 93
94 95
0 10 20 300102030
(3.4
%
)
(3.4
%
)
(1.9%)(1.8%)(90.18')(90.30')(90.40')(90.18')(90.41')(90.48')(3.2 %
)
(2.5%)
(2.5%)(90.13')(90.27')(90.44')(90.13')(90.43')(3.3
%
)
(3.3
%
)
(4.1%
)(90.08')(90.57')(90.58')(90.08')(90.23')(90.38')(90.40')(4. 7 %
)
(2.8%)
(2.8%)(89.98')(90.19')(90.35')(89.98')(90.38')(90.40')(6. 7 %
)
(1.9%)(89.88')(90.04')(90.16')(90.19')(89.88')(90.00')(90.37')(90.44')(5. 8 %
)
(5.
0 %
)
(5.
1 %
)
(2.3%)(1.9%)(89.75')(90.00')(90.09')(90.35')(89.75')(89.89')(90.19')(90.23')(4.2 %
)
(2.7%)(89.60')(90.00')(90.07')(89.60')(89.99')(90.09')(3.9 %
)
(3.9
%
)(3.2%)
(3.2%)(89.45')(89.79')(90.00')(90.00')(89.45')(89.77')(89.99')CL EX RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
(90
.38
)FS(90.21)LIP(90.46)FS(90.20)LIP1.9%3.3%
(90
.42
)FS(90.19)LIP(90.40)FS(90.15)LIP2.5%3.2%
(90
.55
)FS(90.18)LIP(90.36)FS(90.09)LIP4.1%

3.3%
(90
.35
)FS(90.10)LIP(90.37)FS(89.98)LIP2.8%4.7
%
(90
.17
)FS(90.00)LIP(90.42)FS(89.85)LIP1.9%

6. 6
%
(90
.08
)FS(89.90)LIP(90.21)FS(89.75)LIP2.1%5.4
%
(90
.04
)FS(89.80)LIP(90.02)FS(89.66)LIP2.8%4.2
%
(89
.97
)FS(89.70)LIP(89.91)FS(89.57)LIP3.2%3.9
%(90.48)FS(90.40)FS(90.43)FS(90.40)FS(90.40)FS(90.44)FS(90.58)FS(90.19)FS(90.23)FS(90.07)FS(89.99)FS(90.00)FS(90.44)FS(90.09)FS

320 MAIN STREET
UNIT D
SEAL BEACH, CA 90740
714-656-0160

DOWNEY ALLEY IMPROVEMENT

CROSS SECTIONS

PRELIMINARY
HORIZ. 1" = 10'
VERT. 1" = 1'

PROFILE
SCALE
X-3
STA 14+50 TO STA 16+25

FOSTER-COLUMBIA ALLEY
LEGEND
PROPOSED AC PVMT (4")

PROPOSED CONCRETE

EXISTING CONCRETE
14+50
88 89
90 91
92 93
94 95
88 89
90 91
92 93
94 95
0 10 20 300102030
14+75
88 89
90 91
92 93
94 95
88 89
90 91
92 93
94 95
0 10 20 300102030
15+00
88 89
90 91
92 93
94 95
88 89
90 91
92 93
94 95
0 10 20 300102030
15+25
88 89
90 91
92 93
94 95
88 89
90 91
92 93
94 95
0 10 20 300102030
15+50
88 89
90 91
92 93
94 95
88 89
90 91
92 93
94 95
0 10 20 300102030
15+75
88 89
90 91
92 93
94 95
88 89
90 91
92 93
94 95
0 10 20 300102030
16+00
88 89
90 91
92 93
94 95
88 89
90 91
92 93
94 95
0 10 20 300102030
16+25
88 89
90 91
92 93
94 95
88 89
90 91
92 93
94 95
0 10 20 300102030
(4.0
%
)
(4.0
%
)(3.7%
)
(3.7%
)(89.31')(89.78')(89.96')(89.31')(89.71')(89.89')(-0.3%)(0.7%)(89.33')(89.32')(89.31')(89.36')(89.35')(89.35')(89.35')(89.33')(89.34')(89.34')(89.35')(89.36')(89.35')(89.19')(89.74')(0.5%) (-0.1%)(89.30')(89.28')(89.28')(89.29')(89.29')(89.29')(89.76')(89.30')(89.33')(89.36')(89.43')(89.46')(89.49')(89.50')(3.5 %
)(2.8%)
(2.9%)(89.63')(89.88')(89.98')(90.10')(89.63')(89.92')(90.00')(4. 8 %
)
(2.6%)(89.72')(89.95')(90.07')(89.72')(89.78')(90.00')(90.10')(3.1 %
)
(5.
0 %
)
(5.
1 %
)
(1.9%)(89.75')(89.94')(90.00')(90.00')(89.75')(89.87')(90.10')(90.11')(4. 8 %
)
(0.0%)(89.78')(89.92')(89.78')(90.00')(90.30')(90.33')(4.1 %
)
(4.2
%
)
(1.0%)(0.9%)(89.96')(90.10')(90.12')(89.96')(90.34')(90.48')(90.47')CL EX RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')

CL CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
(89
.91
)FS(89.59)LIP(89.82)FS(89.48)LIP3.7%4.0
%
(89
.97
)FS(89.73)LIP(89.94)FS(89.66)LIP2.8%3.4%
(90
.03
)FS(89.78)LIP(90.07)FS(89.70)LIP2.6%4.7
%
(90
.00
)FS(89.84)LIP(90.09)FS(89.75)LIP1.7%4.3
%
(89
.92
)FS(89.92)LIP(90.27)FS(89.85)LIP0.1%

4.9 %
(90
.12
)FS(90.04)LIP(90.43)FS(90.07)LIP1.0%

4.2 %
CL
(89.96)FS(89.89)FS(90.07)FS(90.10)FS(90.00)FS(90.11)FS(90.33)FS(89.93)FS(90.48)FS

320 MAIN STREET
UNIT D
SEAL BEACH, CA 90740
714-656-0160

DOWNEY ALLEY IMPROVEMENT

CROSS SECTIONS

PRELIMINARY
HORIZ. 1" = 10'
VERT. 1" = 1'

PROFILE
SCALE
X-4
STA 16+50 TO STA 18+25

FOSTER-COLUMBIA ALLEY
LEGEND
PROPOSED AC PVMT (4")

PROPOSED CONCRETE

EXISTING CONCRETE
16+50
89 90
91 92
93 94
95 96
89 90
91 92
93 94
95 96
0 10 20 300102030
16+75
89 90
91 92
93 94
95 96
89 90
91 92
93 94
95 96
0 10 20 300102030
17+00
89 90
91 92
93 94
95 96
89 90
91 92
93 94
95 96
0 10 20 300102030
17+25
89 90
91 92
93 94
95 96
89 90
91 92
93 94
95 96
0 10 20 300102030
17+50
89 90
91 92
93 94
95 96
89 90
91 92
93 94
95 96
0 10 20 300102030
17+75
89 90
91 92
93 94
95 96
89 90
91 92
93 94
95 96
0 10 20 300102030
18+00
89 90
91 92
93 94
95 96
89 90
91 92
93 94
95 96
0 10 20 300102030
18+25
89 90
91 92
93 94
95 96
89 90
91 92
93 94
95 96
0 10 20 300102030
(1.3%)(1.3%)(2.5%)
(-0.4%)(-0.3%)(90.15')(90.15')(90.14')(90.15')(90.41')(90.47')(90.50')(3.4 %
)
(3.4
%
)
(0.8%)(0.7%)(90.12')(90.18')(90.23')(90.12')(90.28')(90.53')(5. 2 %
)
(1.4%)(90.08')(90.19')(90.24')(90.30')(90.08')(90.57')(5. 0 %
)
(3.0%)
(3.0%)(90.06')(90.32')(90.39')(90.06')(90.16')(90.52')(3.2 %
)
(3.2
%
)(3.3%)(90.06')(90.34')(90.38')(90.06')(90.24')(90.39')(2.0%)(3.3%)(90.06')(90.38')(90.06')(90.32')(2.5%) (2.5%)
(3.1%)
(3.0%)(90.14')(90.32')(90.44')(90.14')(90.30')(90.45')(1.9%)(1.9%) (2.2%)(2.3%)(90.22')(90.34')(90.45')(90.22')(90.39')(90.49')CL EX RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
(90
.14
)FS(90.17)LIP(90.49)FS(90.28)LIP0.3%

2.3%
(90
.22
)FS(90.16)LIP(90.49)FS(90.20)LIP0.7%

3.4%
(90
.30
)FS(90.15)LIP(90.55)FS(90.10)LIP1.7%

5.2 %
(90
.38
)FS(90.13)LIP(90.50)FS(90.07)LIP3.0%

5.0 %
(90
.37
)FS(90.09)LIP(90.38)FS(90.10)LIP3.3%3.2%
(90
.37
)FS(90.08)LIP(90.31)FS(90.14)LIP3.3%2.0%
(90
.43
)FS(90.16)LIP(90.44)FS(90.23)LIP3.0%2.5%
(90
.43
)FS(90.23)LIP(90.48)FS(90.32)LIP2.2%

1.9%(90.57)FS(90.52)FS(90.39)FS(90.44)FS(90.45)FS(90.49)FS(90.45)FS(90.39)FS(90.38)FS(90.38)FS(90.50)FS(90.53)FS(90.23)FS

320 MAIN STREET
UNIT D
SEAL BEACH, CA 90740
714-656-0160

DOWNEY ALLEY IMPROVEMENT

CROSS SECTIONS

PRELIMINARY
HORIZ. 1" = 10'
VERT. 1" = 1'

PROFILE
SCALE
X-5
STA 18+50 TO STA 20+25

FOSTER-COLUMBIA ALLEY
LEGEND
PROPOSED AC PVMT (4")

PROPOSED CONCRETE

EXISTING CONCRETE
18+50
89 90
91 92
93 94
95 96
89 90
91 92
93 94
95 96
0 10 20 300102030
18+75
89 90
91 92
93 94
95 96
89 90
91 92
93 94
95 96
0 10 20 300102030
19+00
89 90
91 92
93 94
95 96
89 90
91 92
93 94
95 96
0 10 20 300102030
19+25
89 90
91 92
93 94
95 96
89 90
91 92
93 94
95 96
0 10 20 300102030
19+50
89 90
91 92
93 94
95 96
89 90
91 92
93 94
95 96
0 10 20 300102030
19+75
89 90
91 92
93 94
95 96
89 90
91 92
93 94
95 96
0 10 20 300102030
20+00
89 90
91 92
93 94
95 96
89 90
91 92
93 94
95 96
0 10 20 300102030
20+25
89 90
91 92
93 94
95 96
89 90
91 92
93 94
95 96
0 10 20 300102030
(1.9%)
(3.9%
)
(3.9%
)(90.26')(90.39')(90.65')(90.26')(90.39')(90.52')(1.9%)(1.9%) (2.6%)
(2.5%)(90.28')(90.46')(90.55')(90.28')(90.50')(90.56')(2.0%)(5.9%)(90.34')(90.77')(90.82')(90.34')(90.57')(90.60')(3.7 %
)(5.2%)(90.40')(90.76')(90.84')(90.40')(90.75')(90.78')(3.9 %
)(5.1%)(90.43')(90.89')(90.43')(90.81')(2.7%
)(5.1%)(5.1%)(90.47')(90.66')(90.95')(90.47')(90.72')(1.7%)(1.6%)(3.3%) (3.4%
)(90.52')(90.71')(90.87')(90.52')(90.60')(90.67')(1.0%)(1.0%)(1.7%)(1.7%)(90.63')(90.69')(90.78')(90.63')(90.69')(90.73')CL EX RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
(90
.62
)FS(90.28)LIP(90.52)FS(90.36)LIP3.9%1.9%
(90
.54
)FS(90.32)LIP(90.56)FS(90.39)LIP2.6%1.9%
(90
.86
)FS(90.35)LIP(90.60)FS(90.43)LIP5.9%2.0%
(90
.83
)FS(90.38)LIP(90.78)FS(90.46)LIP5.2%

3.7 %
(90
.88
)FS(90.43)LIP(90.81)FS(90.48)LIP5.2%3.9
%
(90
.94
)FS(90.49)LIP(90.72)FS(90.49)LIP5.1%

2.7%
(90
.85
)FS(90.56)LIP(90.67)FS(90.53)LIP3.3%1.6%
(90
.77
)FS(90.62)LIP(90.72)FS(90.64)LIP1.7%1.0%(90.87)FS(90.78)FS(90.95)FS(90.89)FS(90.65)FS(90.55)FS

320 MAIN STREET
UNIT D
SEAL BEACH, CA 90740
714-656-0160

DOWNEY ALLEY IMPROVEMENT

CROSS SECTIONS

PRELIMINARY
HORIZ. 1" = 10'
VERT. 1" = 1'

PROFILE
SCALE
X-1
STA 20+50 TO STA 22+50

FOSTER-COLUMBIA ALLEY
LEGEND
PROPOSED AC PVMT (4")

PROPOSED CONCRETE

EXISTING CONCRETE
20+50
89 90
91 92
93 94
95 96
89 90
91 92
93 94
95 96
0 10 20 300102030
21+00
89 90
91 92
93 94
95 96
89 90
91 92
93 94
95 96
0 10 20 300102030
21+25
89 90
91 92
93 94
95 96
89 90
91 92
93 94
95 96
0 10 20 300102030
21+50
89 90
91 92
93 94
95 96
89 90
91 92
93 94
95 96
0 10 20 300102030
21+75
89 90
91 92
93 94
95 96
89 90
91 92
93 94
95 96
0 10 20 300102030
22+00
89 90
91 92
93 94
95 96
89 90
91 92
93 94
95 96
0 10 20 300102030
22+25
89 90
91 92
93 94
95 96
89 90
91 92
93 94
95 96
0 10 20 300102030
22+50
89 90
91 92
93 94
95 96
89 90
91 92
93 94
95 96
0 10 20 300102030
(-1.9%)(90.69')(90.69')(90.69')(90.65')(90.66')(90.66')(90.69')(90.69')(90.69')(90.68')(90.75')(90.75')(5. 9 %
)
(3.3%)(90.42')(90.41')(90.39')(90.50')(90.57')(90.56')(90.56')(90.42')(90.43')(90.44')(90.64')(90.69')(90.65')(90.61')(90.60')(1.6%)(1.6%)(4.4% )
(4.4%
)(90.54')(90.77')(90.97')(90.54')(90.62')(90.72')(1.6%)(1.6%)(2.2%)(2.1%)(90.59')(90.82')(90.87')(90.59')(90.68')(90.78')(2.4%) (1.3%)(1.4%)(90.59')(90.75')(90.84')(90.59')(90.86')(3.6 %
)
(2.0%)(90.56')(90.86')(90.88')(90.56')(90.96')(2.2%)
(2.2%)
(2.6%)(90.59')(90.91')(90.95')(90.59')(90.72')(90.86')(1.0%)(1.0%)(2.8%) (2.8%)(90.66')(90.88')(91.01')(90.66')(90.75')(90.80')CL EX RW
(10')
EX
RW
(10')

CL CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
(90
.94
)FS(90.57)LIP(90.70)FS(90.57)LIP4.4%

1.6%
(90
.86
)FS(90.67)LIP(90.77)FS(90.63)LIP2.1%1.6%
(90
.83
)FS(90.71)LIP(90.85)FS(90.65)LIP1.4%2.3%
(90
.87
)FS(90.69)LIP(90.94)FS(90.63)LIP2.0%3.6
%
(90
.93
)FS(90.71)LIP(90.84)FS(90.65)LIP2.6%2.2%
(91
.00
)FS(90.75)LIP(90.79)FS(90.71)LIP2.8%

1.0%
CL
(90.72)FS(90.78)FS(90.86)FS(90.96)FS(90.86)FS(90.80)FS(90.97)FS(90.87)FS(90.84)FS(90.88)FS(90.95)FS(91.01)FS

320 MAIN STREET
UNIT D
SEAL BEACH, CA 90740
714-656-0160

DOWNEY ALLEY IMPROVEMENT

CROSS SECTIONS

PRELIMINARY
HORIZ. 1" = 10'
VERT. 1" = 1'

PROFILE
SCALE
X-7
STA 22+75 TO STA 24+50

FOSTER-COLUMBIA ALLEY
LEGEND
PROPOSED AC PVMT (4")

PROPOSED CONCRETE

EXISTING CONCRETE
22+75
89 90
91 92
93 94
95 96
89 90
91 92
93 94
95 96
0 10 20 300102030
23+00
89 90
91 92
93 94
95 96
89 90
91 92
93 94
95 96
0 10 20 300102030
23+25
89 90
91 92
93 94
95 96
89 90
91 92
93 94
95 96
0 10 20 300102030
23+50
89 90
91 92
93 94
95 96
89 90
91 92
93 94
95 96
0 10 20 300102030
23+75
89 90
91 92
93 94
95 96
89 90
91 92
93 94
95 96
0 10 20 300102030
24+00
89 90
91 92
93 94
95 96
89 90
91 92
93 94
95 96
0 10 20 300102030
24+25
89 90
91 92
93 94
95 96
89 90
91 92
93 94
95 96
0 10 20 300102030
24+50
89 90
91 92
93 94
95 96
89 90
91 92
93 94
95 96
0 10 20 300102030
(0.7%)(3.3%)(90.69')(91.07')(90.69')(90.76')(90.81')(1.6%)(4.0% )(90.68')(91.10')(90.68')(90.91')(2.4%)(5.4%)(5.5%)(90.70')(91.00')(91.24')(90.70')(91.00')(91.03')(3.3 %
)(2.4%)(90.82')(91.00')(91.17')(91.18')(90.82')(91.00')(91.17')(91.22')(3.7 %
)
(3.8
%
)
(1.4%)(1.4%)(90.91')(91.09')(91.16')(90.91')(91.28')(91.36')(4.0 %
)
(2.3%)(2.2%)(90.93')(91.08')(91.21')(90.93')(91.32')(91.39')(5. 2 %
)
(5.
3 %
)
(2.8%)
(2.8%)(90.95')(91.05')(91.24')(91.24')(90.95')(91.19')(91.50')(6. 4 %
)
(6.
4 %
)
(2.1%)(2.1%)(90.97')(91.14')(91.24')(90.97')(91.33')(91.63')CL EX RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
(91
.06
)FS(90.76)LIP(90.80)FS(90.75)LIP3.3%

0.7%
(91
.08
)FS(90.73)LIP(90.90)FS(90.76)LIP4.0%1.6%
(91
.22
)FS(90.74)LIP(91.01)FS(90.80)LIP5.4%2.5%
(91
.17
)FS(90.92)LIP(91.20)FS(90.93)LIP2.9%3.2%
(91
.15
)FS(91.03)LIP(91.33)FS(91.01)LIP1.4%

3.8 %
(91
.20
)FS(91.00)LIP(91.34)FS(91.00)LIP2.3%

4.0 %
(91
.24
)FS(90.99)LIP(91.43)FS(90.99)LIP2.8%

5.2 %
(91
.23
)FS(91.04)LIP(91.57)FS(91.02)LIP2.1%

6. 4
%(90.81)FS(91.07)FS(91.10)FS(90.91)FS(91.03)FS(91.24)FS(91.22)FS(91.63)FS(91.39)FS(91.36)FS(91.50)FS(91.18)FS(91.21)FS(91.24)FS(91.16)FS(91.24)FS

320 MAIN STREET
UNIT D
SEAL BEACH, CA 90740
714-656-0160

DOWNEY ALLEY IMPROVEMENT

CROSS SECTIONS

PRELIMINARY
HORIZ. 1" = 10'
VERT. 1" = 1'

PROFILE
SCALE
X-8
STA 24+75 TO STA 26+50

FOSTER-COLUMBIA ALLEY
LEGEND
PROPOSED AC PVMT (4")

PROPOSED CONCRETE

EXISTING CONCRETE
24+75
89 90
91 92
93 94
95 96
89 90
91 92
93 94
95 96
0 10 20 300102030
25+00
90 91
92 93
94 95
96 97
90 91
92 93
94 95
96 97
0 10 20 300102030
25+25
90 91
92 93
94 95
96 97
90 91
92 93
94 95
96 97
0 10 20 300102030
25+50
90 91
92 93
94 95
96 97
90 91
92 93
94 95
96 97
0 10 20 300102030
25+75
90 91
92 93
94 95
96 97
90 91
92 93
94 95
96 97
0 10 20 300102030
26+00
90 91
92 93
94 95
96 97
90 91
92 93
94 95
96 97
0 10 20 300102030
26+25
90 91
92 93
94 95
96 97
90 91
92 93
94 95
96 97
0 10 20 300102030
26+50
90 91
92 93
94 95
96 97
90 91
92 93
94 95
96 97
0 10 20 300102030
(2.1%)(2.1%)
(1.8%)(90.99')(91.26')(91.34')(90.99')(91.11')(91.24')(91.53')(3.9 %
)
(3.9
%
)(3.2%)
(3.2%)(91.05')(91.27')(91.45')(91.05')(91.24')(91.52')(2.5%) (3.1%)
(3.1%)(91.12')(91.33')(91.50')(91.12')(91.42')(2.3%)(3.0%)(91.14')(91.48')(91.49')(91.14')(91.37')(91.39')(3.5 %
)
(3.6
%
)
(2.8%)
(2.8%)(91.15')(91.31')(91.45')(91.15')(91.38')(91.50')(4. 5 %
)
(4.
6 %
)(2.3%)(91.16')(91.39')(91.16')(91.34')(91.58')(3.4
%
)
(1.9%)(91.17')(91.23')(91.37')(91.17')(91.47')(91.65')(2.8% )
(2.8%
)
(3.1%)
(3.1%)(91.19')(91.40')(91.49')(91.19')(91.36')(91.50')CL EX RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
(91
.25
)FS(91.10)LIP(91.24)FS(91.06)LIP1.8%2.2%
(91
.44
)FS(91.16)LIP(91.44)FS(91.11)LIP3.2%3.9
%
(91
.49
)FS(91.22)LIP(91.37)FS(91.16)LIP3.1%2.5%
(91
.48
)FS(91.22)LIP(91.36)FS(91.17)LIP3.0%2.3%
(91
.44
)FS(91.20)LIP(91.48)FS(91.18)LIP2.8%3.6
%
(91
.39
)FS(91.19)LIP(91.58)FS(91.20)LIP2.3%

4.5 %
(91
.36
)FS(91.19)LIP(91.47)FS(91.23)LIP1.9%

3.4%
(91
.47
)FS(91.20)LIP(91.48)FS(91.24)LIP3.1%2.8%(91.50)FS(91.52)FS(91.42)FS(91.39)FS(91.50)FS(91.50)FS(91.37)FS(91.45)FS(91.49)FS(91.39)FS

320 MAIN STREET
UNIT D
SEAL BEACH, CA 90740
714-656-0160

DOWNEY ALLEY IMPROVEMENT

CROSS SECTIONS

PRELIMINARY
HORIZ. 1" = 10'
VERT. 1" = 1'

PROFILE
SCALE
X-9
STA 26+75 TO STA 27+00

FOSTER-COLUMBIA ALLEY
LEGEND
PROPOSED AC PVMT (4")

PROPOSED CONCRETE

EXISTING CONCRETE
26+75
90 91
92 93
94 95
96 97
90 91
92 93
94 95
96 97
0 10 20 300102030
27+00
90 91
92 93
94 95
96 97
90 91
92 93
94 95
96 97
0 10 20 300102030
(3.4
%
)
(3.3
%
)
(4.3%
)
(4.3%
)(91.23')(91.32')(91.60')(91.62')(91.23')(91.43')(91.59')(91.61')(1.4%)(1.6%)(91.20')(91.27')(91.37')(91.48')(91.46')(91.42')(91.41')(91.41')(91.20')(91.33')(91.40')(91.45')(91.49')(91.52')(91.56')(91.58')(91.61')(91.62')CL CL EX
RW
(10')
EX
RW
(10')
(91
.57
)FS(91.21)LIP(91.53)FS(91.25)LIP4.3%3.3%(91.62)FS(91.61)FS

320 MAIN STREET
UNIT D
SEAL BEACH, CA 90740
714-656-0160

DOWNEY ALLEY IMPROVEMENT

CROSS SECTIONS

PRELIMINARY
HORIZ. 1" = 10'
VERT. 1" = 1'

PROFILE
SCALE
X-1
STA 10+50 TO STA 12+25

FOSTER-PRISCILLA ALLEY
LEGEND
PROPOSED AC PVMT (4")

PROPOSED CONCRETE

EXISTING CONCRETE
10+50
90 91
92 93
94 95
96 97
90 91
92 93
94 95
96 97
0 10 20 300102030
10+75
90 91
92 93
94 95
96 97
90 91
92 93
94 95
96 97
0 10 20 300102030
11+00
90 91
92 93
94 95
96 97
90 91
92 93
94 95
96 97
0 10 20 300102030
11+25
90 91
92 93
94 95
96 97
90 91
92 93
94 95
96 97
0 10 20 300102030
11+50
90 91
92 93
94 95
96 97
90 91
92 93
94 95
96 97
0 10 20 300102030
11+75
90 91
92 93
94 95
96 97
90 91
92 93
94 95
96 97
0 10 20 300102030
12+00
90 91
92 93
94 95
96 97
90 91
92 93
94 95
96 97
0 10 20 300102030
12+25
90 91
92 93
94 95
96 97
90 91
92 93
94 95
96 97
0 10 20 300102030
(6
.
9 %
)
(2.0%)(91.15')(91.40')(91.15')(91.80')(91.81')(8
.
2 %
)
(8
.
2 %
)
(2.0%)
(2.0%)(91.15')(91.33')(91.44')(91.15')(91.62')(91.92')(1.9%) (1.9%)
(3.1%)(91.15')(91.59')(91.15')(91.22')(91.36')(2.2%)
(2.2%)(3.9%
)
(3.9%
)(91.16')(91.45')(91.72')(91.16')(91.28')(91.42')(2.8%)(91.17')(91.49')(91.64')(91.83')(91.17')(91.18')(91.19')(91.21')(91.22')(91.23')(91.24')(91.25')(91.25')(91.26')(2.0%)(2.2%)(2.0%)(2.3%)(4.7% )(4.7%
)(91.28')(91.62')(91.90')(91.28')(91.40')(91.50')(91.58')(91.60')(91.62')(2.4%) (4.6%
)
(1.0%)(4.0%
)(91.36')(91.49')(91.60')(91.72')(91.97')(91.36')(91.61')(2.6% )
(2.6%)(5.3%)(5.5%)(91.37')(91.47')(92.00')(91.99')(91.37')(91.59')(91.66')CL EX RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
(91
.39
)FS(91.19)LIP(91.75)FS(91.18)LIP2.3%

6. 9
%
(91
.38
)FS(91.20)LIP(91.83)FS(91.15)LIP2.0%

8. 2
%
(91
.49
)FS(91.23)LIP(91.33)FS(91.17)LIP3.1%1.9%
(91
.59
)FS(91.25)LIP(91.39)FS(91.20)LIP3.9%

2.2%
(91
.72
)FS(91.33)LIP(91.52)FS(91.34)LIP4.7%2.1%
(91
.64
)FS(91.38)LIP(91.60)FS(91.39)LIP3.2%2.4%
(91
.80
)FS(91.35)LIP(91.65)FS(91.42)LIP5.4%2.6%(91.81)FS(91.92)FS(91.36)FS(91.42)FS(92.00)FS(91.72)FS(91 .90
)FS(91
.72
)FS(91
.44
)FS(91
.59
)FS(91.54)FS(91
.51
)FS(91.54)FS(91.28)LIP2.7%(91.40)FS(91.66)FS(91.61)FS

320 MAIN STREET
UNIT D
SEAL BEACH, CA 90740
714-656-0160

DOWNEY ALLEY IMPROVEMENT

CROSS SECTIONS

PRELIMINARY
HORIZ. 1" = 10'
VERT. 1" = 1'

PROFILE
SCALE
X-2
STA 12+50 TO STA 14+25

FOSTER-PRISCILLA ALLEY
LEGEND
PROPOSED AC PVMT (4")

PROPOSED CONCRETE

EXISTING CONCRETE
12+50
90 91
92 93
94 95
96 97
90 91
92 93
94 95
96 97
0 10 20 300102030
12+75
90 91
92 93
94 95
96 97
90 91
92 93
94 95
96 97
0 10 20 300102030
13+00
90 91
92 93
94 95
96 97
90 91
92 93
94 95
96 97
0 10 20 300102030
13+25
90 91
92 93
94 95
96 97
90 91
92 93
94 95
96 97
0 10 20 300102030
13+50
90 91
92 93
94 95
96 97
90 91
92 93
94 95
96 97
0 10 20 300102030
13+75
90 91
92 93
94 95
96 97
90 91
92 93
94 95
96 97
0 10 20 300102030
14+00
90 91
92 93
94 95
96 97
90 91
92 93
94 95
96 97
0 10 20 300102030
14+25
91 92
93 94
95 96
97 98
91 92
93 94
95 96
97 98
0 10 20 300102030
(2.9%
)(5.8%)(5.7%)(91.37')(91.78')(92.03')(91.37')(91.71')(4.3 %
)
(4.3
%
)(6.1%)(91.44')(91.57')(92.11')(92.17')(91.44')(91.78')(91.88')(5. 3 %
)(6.4%)(6.3%)
(0.7%)(91.52')(91.75')(92.05')(92.30')(92.30')(91.52')(92.04')(4. 8 %
)
(4.
8 %
)
(4.6%
)
(4.6%
)(91.61')(91.72')(92.02')(92.34')(91.61')(91.76')(92.00')(92.08')(3.2 %
)
(3.7%
)
(3.7%
)(7.4%)(91.70')(91.89')(92.01')(92.33')(91.70')(91.97')(92.18')(1.9%)(1.9%) (3.0%)(3.0%)
(4.3%
)(91.80')(91.92')(92.04')(92.31')(91.80')(91.95')(92.08')(2.8% )
(1.2%)
(2.8%)(91.91')(91.99')(92.32')(91.91')(91.94')(92.00')(92.08')(2.4%) (2.4%)(92.14')(92.33')(92.50')(92.51')(92.14')(92.21')(92.24')(92.28')(92.32')(92.34')CL EX RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
(91
.81
)FS(91.34)LIP(91.70)FS(91.45)LIP5.8%2.9%
(91
.92
)FS(91.41)LIP(91.87)FS(91.49)LIP6.2%

4.3 %
(92
.03
)FS(91.51)LIP(92.04)FS(91.57)LIP6.3%

5.3 %
(92
.00
)FS(91.62)LIP(92.08)FS(91.66)LIP4.6%

4.8 %
(92
.03
)FS(91.73)LIP(92.12)FS(91.75)LIP3.6%

4.2 %
(92
.11
)FS(91.83)LIP(92.03)FS(91.84)LIP3.4%2.2%
(92
.30
)FS(91.93)LIP(92.07)FS(91.92)LIP2.8%

1.7%(92.20)LIP(92.27)FS(92.19)LIP0.9%
(92
.03
)FS(92
.17
)FS(92.02)FS(92.04)FS(92
.31
)FS(92
.51
)FS2.4%
(92
.41
)FS(92.08)FS(92.32)FS

320 MAIN STREET
UNIT D
SEAL BEACH, CA 90740
714-656-0160

DOWNEY ALLEY IMPROVEMENT

CROSS SECTIONS

PRELIMINARY
HORIZ. 1" = 10'
VERT. 1" = 1'

PROFILE
SCALE
X-3
STA 14+50 TO STA 16+00

FOSTER-PRISCILLA ALLEY
LEGEND
PROPOSED AC PVMT (4")

PROPOSED CONCRETE

EXISTING CONCRETE
14+50
91 92
93 94
95 96
97 98
91 92
93 94
95 96
97 98
0 10 20 300102030
14+75
91 92
93 94
95 96
97 98
91 92
93 94
95 96
97 98
0 10 20 300102030
15+00
91 92
93 94
95 96
97 98
91 92
93 94
95 96
97 98
0 10 20 300102030
15+25
91 92
93 94
95 96
97 98
91 92
93 94
95 96
97 98
0 10 20 300102030
15+50
91 92
93 94
95 96
97 98
91 92
93 94
95 96
97 98
0 10 20 300102030
15+75
91 92
93 94
95 96
97 98
91 92
93 94
95 96
97 98
0 10 20 300102030
16+00
90 91
92 93
94 95
96 97
90 91
92 93
94 95
96 97
0 10 20 300102030
(1.3%)(1.3%)(1.5%)(3.0%)(92.39')(92.46')(92.50')(92.69')(92.77')(92.39')(92.55')(92.61')(1.5%)(2.9%)(92.49')(92.55')(92.63')(92.84')(92.49')(92.68')(1.8%)(3.2%)(92.57')(92.61')(92.82')(92.57')(92.75')(1.4%)(1.4%) (2.9%)(2.9%)(92.44')(92.51')(92.60')(92.70')(92.44')(92.58')(92.66')(1.1%)(1.1%) (2.7%)(92.32')(92.47')(92.59')(92.60')(92.32')(92.54')(92.58')(2.7% )(3.8%
)(92.19')(92.58')(92.19')(92.50')(91.67')(91.68')(91.69')(91.69')(91.70')(91.70')(91.67')(91.66')(91.65')(91.64')(91.63')(91.62')CL EX RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
(92
.61
)FS(92.47)LIP(92.61)FS(92.50)LIP1.7%1.3%
(92
.72
)FS(92.52)LIP(92.68)FS(92.55)LIP2.3%1.5%
(92
.85
)FS(92.55)LIP(92.75)FS(92.59)LIP3.5%1.8%
(92
.69
)FS(92.45)LIP(92.66)FS(92.54)LIP2.9%1.4%
(92
.57
)FS(92.34)LIP(92.58)FS(92.49)LIP2.7%

1.1%
(92
.56
)FS(92.24)LIP(92.50)FS(92.28)LIP3.8%2.7%
CL
(92
.77
)FS(92
.89
)FS2.9%(92.60)FS(92.58)FS

320 MAIN STREET
UNIT D
SEAL BEACH, CA 90740
714-656-0160

DOWNEY ALLEY IMPROVEMENT

CROSS SECTIONS

PRELIMINARY
HORIZ. 1" = 10'
VERT. 1" = 1'

PROFILE
SCALE
X-1
STA 40+25 TO STA 42+00

CORRIGAN-BELLFLOWER ALLEY
LEGEND
PROPOSED AC PVMT (4")

PROPOSED CONCRETE

EXISTING CONCRETE
40+25
88 89
90 91
92 93
94 95
88 89
90 91
92 93
94 95
0 10 20 300102030
40+50
88 89
90 91
92 93
94 95
88 89
90 91
92 93
94 95
0 10 20 300102030
40+75
88 89
90 91
92 93
94 95
88 89
90 91
92 93
94 95
0 10 20 300102030
41+00
88 89
90 91
92 93
94 95
88 89
90 91
92 93
94 95
0 10 20 300102030
41+25
88 89
90 91
92 93
94 95
88 89
90 91
92 93
94 95
0 10 20 300102030
41+50
88 89
90 91
92 93
94 95
88 89
90 91
92 93
94 95
0 10 20 300102030
41+75
88 89
90 91
92 93
94 95
88 89
90 91
92 93
94 95
0 10 20 300102030
42+00
88 89
90 91
92 93
94 95
88 89
90 91
92 93
94 95
0 10 20 300102030
(2.0%)(5.9%)(89.57')(89.61')(89.74')(90.04')(90.23')(89.57')(89.61')(89.73')(89.94')(89.95')(3.2 %
)
(3.2
%
)(5.6%)(89.78')(89.83')(90.00')(90.19')(90.25')(89.78')(90.00')(90.22')(90.46')(7 .
1 %
)
(3.4
%
)(4.9%)(5.0%)(6.4%)(89.74')(89.87')(90.15')(90.49')(89.74')(90.00')(90.42')(7 .
2 %
)
(2.8%
)
(2.5%)(2.5%)(89.71')(89.81')(89.93')(89.71')(89.96')(90.27')( 9 .
1%
)
(2.3%)
(2.4%)(1.6%)(1.6%)(89.68')(89.80')(89.85')(89.68')(89.89')(90.28')(2.2%) (3.0
%
)(4.2%
)
(4.2%
)(89.60')(89.86')(89.98')(90.03')(89.60')(89.72')(89.83')(90.09')(90.14')(1.5%) (3.5
%
)
(4.7%)(89.51')(89.64')(89.73')(89.93')(89.51')(89.84')(89.89')(89.90')(4. 9 %
)
(2.5%)(89.48')(89.78')(89.80')(89.48')(89.92')(90.16')(90.16')CL EX RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')

CL CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
EX
RW
(10')
(90
.20
)FS(89.78)LIP(90.08)FS(89.78)LIP5.7%3.2%
(90
.15
)FS(89.75)LIP(90.15)FS(89.75)LIP5.4%

4.3 %
(89
.92
)FS(89.74)LIP(89.96)FS(89.71)LIP2.5%2.8%
(89
.84
)FS(89.72)LIP(89.89)FS(89.68)LIP1.6%2.3%
(89
.97
)FS(89.67)LIP(89.82)FS(89.60)LIP4.2%2.5%
(89
.85
)FS(89.60)LIP(89.84)FS(89.52)LIP3.3%3.5
%
(89
.77
)FS(89.59)LIP(89.97)FS(89.47)LIP2.5%

5.2 %(90.32)FS(90.03)FS(89.85)FS(89.93)FS(89.93)FS(89.80)FS(10')

320 MAIN STREET
UNIT D
SEAL BEACH, CA 90740
714-656-0160

DOWNEY ALLEY IMPROVEMENT

CROSS SECTIONS

PRELIMINARY
HORIZ. 1" = 10'
VERT. 1" = 1'

PROFILE
SCALE
X-2
STA 42+25 TO STA 43+75

CORRIGAN-BELLFLOWER ALLEY
LEGEND
PROPOSED AC PVMT (4")

PROPOSED CONCRETE

EXISTING CONCRETE
42+25
88 89
90 91
92 93
94 95
88 89
90 91
92 93
94 95
0 10 20 300102030
42+50
88 89
90 91
92 93
94 95
88 89
90 91
92 93
94 95
0 10 20 300102030
42+75
88 89
90 91
92 93
94 95
88 89
90 91
92 93
94 95
0 10 20 300102030
43+00
88 89
90 91
92 93
94 95
88 89
90 91
92 93
94 95
0 10 20 300102030
43+25
88 89
90 91
92 93
94 95
88 89
90 91
92 93
94 95
0 10 20 300102030
43+50
88 89
90 91
92 93
94 95
88 89
90 91
92 93
94 95
0 10 20 300102030
43+75
87 88
89 90
91 92
93 94
87 88
89 90
91 92
93 94
0 10 20 300102030
(
1 1
.
2%
)
(4.
6 %
)
(4.
6 %
)
(1.8%)(1.8%)(89.47')(89.68')(89.75')(89.47')(89.58')(89.85')(90.37')(3.1 %
)(2.8%)(89.41')(89.73')(89.75')(89.41')(89.68')(90.34')(90.34')(3.4 %
)
(2.4%)(2.4%)(89.32')(89.47')(89.60')(89.77')(89.83')(89.32')(89.46')(89.67')(90.12')(90.20')( 9 .
4%
)
(2.4%)(3.8%
)(89.26')(89.62')(89.65')(89.26')(89.52')(90.14')(
9 .
4%
)
(5.
1 %
)
(3.7%
)
(3.7%
)(89.20')(89.42')(89.51')(89.20')(89.71')(90.11')(
1 0
.
2%
)
(4.
6 %
)
(3.3%)(89.15')(89.40')(89.44')(89.15')(89.61')(89.97')(90.05')(4. 9 %
)
(1.1%)(0.4%)(1.5%)(89.09')(89.22')(89.24')(89.09')(89.12')(89.18')(89.44')CL EX RW
EX
RW
(10')
CL EX
RW
EX
RW
(10')
CL EX
RW
EX
RW
(10')
CL EX
RW
EX
RW
(10')
CL EX
RW
EX
RW
(10')
CL EX
RW
EX
RW
(10')
CL EX
RW
EX
RW
(10')
(89
.73
)FS(89.59)LIP(89.93)FS(89.44)LIP1.8%

5.1 %
(89
.73
)FS(89.52)LIP(89.68)FS(89.40)LIP2.8%3.1%
(89
.60
)FS(89.42)LIP(89.67)FS(89.34)LIP2.4%3.5
%
(89
.59
)FS(89.30)LIP(89.52)FS(89.29)LIP3.8%2.4%
(89
.47
)FS(89.19)LIP(89.71)FS(89.24)LIP3.7%

5.1 %
(89
.40
)FS(89.14)LIP(89.62)FS(89.18)LIP3.3%

4.8 %89.21LIP

89.11LIP(89.22)LIP89.11LIP1.3%1.2%(89.44)FS(89.51)FS(89 .85
)FS(90.37)FS(90.24)FS(89.65)FS1
1 .
0%14.4%
9 .
8%(90.05)FS(89.44)FS(89.24)FS1.6%(89.75)FS(10')
(10')(10')
(10')(10')
(10')
(10')

320 MAIN STREET
UNIT D
SEAL BEACH, CA 90740
714-656-0160

DOWNEY ALLEY IMPROVEMENT

CROSS SECTIONS

PRELIMINARY
HORIZ. 1" = 10'
VERT. 1" = 1'

PROFILE
SCALE
X-1
STA 10+50 TO STA 12+25

FOSTER-WOODRUFF ALLEY
LEGEND
PROPOSED AC PVMT (4")

PROPOSED CONCRETE

EXISTING CONCRETE
10+50
91 92
93 94
95 96
97 98
91 92
93 94
95 96
97 98
0 10 20 300102030
10+75
91 92
93 94
95 96
97 98
91 92
93 94
95 96
97 98
0 10 20 300102030
11+00
91 92
93 94
95 96
97 98
91 92
93 94
95 96
97 98
0 10 20 300102030
11+25
91 92
93 94
95 96
97 98
91 92
93 94
95 96
97 98
0 10 20 300102030
11+50
91 92
93 94
95 96
97 98
91 92
93 94
95 96
97 98
0 10 20 300102030
11+75
91 92
93 94
95 96
97 98
91 92
93 94
95 96
97 98
0 10 20 300102030
12+00
91 92
93 94
95 96
97 98
91 92
93 94
95 96
97 98
0 10 20 300102030
12+25
91 92
93 94
95 96
97 98
91 92
93 94
95 96
97 98
0 10 20 300102030
(1.6%)(2.9%)(92.22')(92.22')(92.36')(92.36')(92.22')(92.24')(92.30')(92.43')(92.39')(92.35')(0.6%)(0.5%)(0.7%)(0.8%)(92.51')(92.58')(92.51')(92.57')(92.59')(1.8%)(2.0%)(92.54')(92.71')(92.71')(92.54')(92.75')(2.5%) (2.5%)
(2.9%)
(3.0%)(92.60')(92.76')(92.83')(92.60')(92.81')(92.89')(0.6%)(0.6%)(3.6% )
(3.7%
)(92.61')(92.78')(92.93')(92.61')(92.66')(92.68')(92.76')(0.4%)(3.5% )(92.60')(92.92')(92.60')(92.65')(93.28')(3.2
%
)
(3.3
%
)
(3.2%)
(3.2%)(92.62')(92.78')(92.90')(92.62')(92.79')(92.98')(93.06')(2.3%) (2.3%)
(2.5%)(92.67')(92.83')(92.84')(92.67')(92.86')(92.94')(93.02')CL EX RW
(10')
EX
RW
(10')

1.50'
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL

1.50'
(92
.58
)FS92.13LIP(92.57)FS92.13LIP5.3%

5.2 %
(92
.82
)FS92.23LIP(92.84)FS92.23LIP6.9%

7. 2
%
(92
.92
)FS92.28LIP(92.67)FS92.28LIP7.5%

4.6 %
(92
.91
)FS92.33LIP(92.64)FS92.33LIP6.7%

3.6 %
(92
.89
)FS92.38LIP(92.95)FS92.38LIP5.9%

6. 7
%
(92
.83
)FS92.43LIP(92.90)FS92.43LIP4.7%

5.5 %
9 2
.
1 0
FL9
2 .
2 0
FL92.30FL9
2 .
0 4
FL92.15FL92.35FL92.25FL1.50'1.50'1.50'1.50'

1.50'1.50'

1.50'1.50'1.50'1.50'

1.50'1.50'(92.68)FS(92.89)FS(92
.70
)FS92.18LIP(92.71)FS92.18LIP6.1%

6. 3
%(92.75)FS(92.65)FS(93.06)FS(92.94)FS(92.71)FS(92.58)FS(92.83)FS(92.92)FS(92.84)FS(92.93)FS(92.90)FS

320 MAIN STREET
UNIT D
SEAL BEACH, CA 90740
714-656-0160

DOWNEY ALLEY IMPROVEMENT

CROSS SECTIONS

PRELIMINARY
HORIZ. 1" = 10'
VERT. 1" = 1'

PROFILE
SCALE
X-2
STA 12+50 TO STA 14+25

FOSTER-WOODRUFF ALLEY
LEGEND
PROPOSED AC PVMT (4")

PROPOSED CONCRETE

EXISTING CONCRETE
12+50
91 92
93 94
95 96
97 98
91 92
93 94
95 96
97 98
0 10 20 300102030
12+75
91 92
93 94
95 96
97 98
91 92
93 94
95 96
97 98
0 10 20 300102030
13+00
91 92
93 94
95 96
97 98
91 92
93 94
95 96
97 98
0 10 20 300102030
13+25
91 92
93 94
95 96
97 98
91 92
93 94
95 96
97 98
0 10 20 300102030
13+50
91 92
93 94
95 96
97 98
91 92
93 94
95 96
97 98
0 10 20 300102030
13+75
91 92
93 94
95 96
97 98
91 92
93 94
95 96
97 98
0 10 20 300102030
14+00
91 92
93 94
95 96
97 98
91 92
93 94
95 96
97 98
0 10 20 300102030
14+25
91 92
93 94
95 96
97 98
91 92
93 94
95 96
97 98
0 10 20 300102030
(2.3%)
(-2.3%)(2.4%)(2.3%)(92.72')(92.76')(92.87')(92.87')(92.72')(93.00')(93.23')(1.2%)(1.0%)(3.0%) (3.0%)(92.71')(92.86')(93.00')(93.00')(92.71')(92.75')(92.83')(93.37')(93.48')( 1 1
.
0%
)
(2.2%)
(2.2%)(2.2%)(3.2%)
(3.2%)(92.74')(93.02')(93.09')(92.74')(92.88')(93.00')(93.38')(93.44')( 1 1
.
0%
)
(
1 1
.
3%
)
(1.6%)
(2.9%)
(2.9%)(92.78')(92.87')(93.09')(93.09')(92.78')(92.95')(93.66')(93.92')( 1 2
.
6%
)
(1.8%)(2.8%)(92.85')(93.03')(93.08')(92.85')(93.00')(93.89')(1 3 .
4%
)
(13
.8%
)
(3.6
%
)
(1.9%)
(1.7%)(1.7%)(92.89')(92.83')(92.96')(92.96')(92.89')(93.00')(93.11')(93.58')(93.94')(7 .
2 %
)
(7
.
2 %
)
(1.8%)
(1.3%)(1.3%)(92.88')(92.85')(92.91')(92.95')(92.95')(92.88')(93.00')(93.27')(93.58')(93.62')(28.4%)(0.9%)(0.9%)(1.3%)(92.89')(92.99')(93.00')(92.89')(92.97')(94.46')CL EX RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
(92
.85
)FS92.48LIP(92.95)FS92.48LIP4.4%

5.5 %
(92
.97
)FS92.53LIP(92.83)FS92.53LIP5.2%3.4
%
(93
.06
)FS92.58LIP(92.96)FS92.58LIP5.6%4.4
%
(93
.06
)FS92.63LIP(92.94)FS92.63LIP5.0%3.6
%
(93
.04
)FS92.68LIP(93.02)FS92.69LIP4.3%4.0
%
(92
.94
)FS92.73LIP(93.14)FS92.74LIP2.5%

4.7 %
(92
.93
)FS92.78LIP(93.25)FS92.79LIP1.8%

5.5 %
(92
.98
)FS92.83LIP92.84LIP1.8%92.40F
L 92.50F
L 92.60F
L
9 2
.
7 0
FL92.45F
L 92.55F
L
9 2
.
6 5
F
L
9 2
.
7 5
FL1.50'1.50'

1.50'1.50'1.50'1.50'1.50'1.50'

1.50'1.50'1.50'1.50'1.50'1.50'(93.23)FS(92.85)FS(93.00)FS(93.09)FS(92.87)FS(93.00)FS(93.09)FS(92.96)FS(93.08)FS(92.95)FS(93.00)FS(92.97)FS1.8%(93.44)FS(93.18)FS

320 MAIN STREET
UNIT D
SEAL BEACH, CA 90740
714-656-0160

DOWNEY ALLEY IMPROVEMENT

CROSS SECTIONS

PRELIMINARY
HORIZ. 1" = 10'
VERT. 1" = 1'

PROFILE
SCALE
X-1
STA 14+50 TO STA 16+00

FOSTER-WOODRUFF ALLEY
LEGEND
PROPOSED AC PVMT (4")

PROPOSED CONCRETE

EXISTING CONCRETE
14+50
91 92
93 94
95 96
97 98
91 92
93 94
95 96
97 98
0 10 20 300102030
14+75
92 93
94 95
96 97
98 99
92 93
94 95
96 97
98 99
0 10 20 300102030
15+00
92 93
94 95
96 97
98 99
92 93
94 95
96 97
98 99
0 10 20 300102030
15+25
92 93
94 95
96 97
98 99
92 93
94 95
96 97
98 99
0 10 20 300102030
15+50
92 93
94 95
96 97
98 99
92 93
94 95
96 97
98 99
0 10 20 300102030
15+75
92 93
94 95
96 97
98 99
92 93
94 95
96 97
98 99
0 10 20 300102030
16+00
92 93
94 95
96 97
98 99
92 93
94 95
96 97
98 99
0 10 20 300102030
(16
.4%
)
(4.2
%
)
(0.6%)(1.0%)(1.0%)(92.97')(93.03')(93.05')(92.97')(92.99')(93.19')(93.98')(6. 2 %
)
(2.9%
)
(0.6%)(93.04')(93.11')(93.11')(93.04')(93.22')(93.56')(93.74')(-2.1%) (
1 2
.
2%
)
(0.0%)(0.3%)(93.13')(93.16')(93.13')(93.13')(93.66')(93.59')(1.4%)(1.3%)(2.0%) (2.0%)(93.17')(93.35')(93.44')(93.17')(93.22')(93.32')(93.33')(3.7 %
)
(3.7
%
)(1.7%)(93.17')(93.36')(93.38')(93.17')(93.61')(2.2%)(1.3%)(93.14')(93.31')(93.14')(93.35')(0.6%)(0.6%)(1.3%)(1.3%)(93.15')(93.24')(93.34')(93.15')(93.17')(93.20')CL EX RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
(93
.04
)FS92.88LIP(93.26)FS92.89LIP1.9%

4.4 %
(93
.10
)FS92.93LIP(93.42)FS92.94LIP2.0%

5. 7
%
(93
.16
)FS92.98LIP(93.13)FS92.99LIP2.1%2.5%
(93
.34
)FS93.03LIP(93.31)FS93.04LIP3.6%3.2%
(93
.29
)FS93.08LIP(93.54)FS93.09LIP2.5%

5.3 %
(93
.24
)FS93.13LIP(93.35)FS93.13LIP1.3%2.7%
(93
.26
)FS93.09LIP(93.20)FS93.08LIP2.1%1.5%
9 2
.
8 0
FL9
2 .
9 0
FL9
3 .
0 0
F
L 93.00F
L
9 2
.
8 5
F
L
9 2
.
9 5
FL9
3 .
0 4
F
L

1.50'1.50'

1.50'1.50'1.50'1.50'

1.50'1.50'

1.50'1.50'1.50'1.50'
(93
.44
)FS(93
.31
)FS(93
.38
)FS(93
.34
)FS(93.33)FS(93.61)FS(93.05)FS(93.11)FS(93.16)FS

320 MAIN STREET
UNIT D
SEAL BEACH, CA 90740
714-656-0160

DOWNEY ALLEY IMPROVEMENT

CROSS SECTIONS

PRELIMINARY
HORIZ. 1" = 10'
VERT. 1" = 1'

PROFILE
SCALE
X-1
STA 40+25 TO STA 42+00

CORRIGAN-BELLFLOWER ALLEY
LEGEND
PROPOSED AC PVMT (4")

PROPOSED CONCRETE

CL CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
EX
RW
(10')
(90
.20
)FS(89.78)LIP(90.08)FS(89.78)LIP5.7%3.2%
(90
.15
)FS(89.75)LIP(90.15)FS(89.75)LIP5.4%

5.2 %(90.32)FS(90.03)FS(89.85)FS(89.93)FS(89.93)FS(89.80)FS

320 MAIN STREET
UNIT D
SEAL BEACH, CA 90740
714-656-0160

DOWNEY ALLEY IMPROVEMENT

CROSS SECTIONS

PRELIMINARY
HORIZ. 1" = 10'
VERT. 1" = 1'

PROFILE
SCALE
X-2
STA 42+25 TO STA 43+75

CORRIGAN-BELLFLOWER ALLEY
LEGEND
PROPOSED AC PVMT (4")

PROPOSED CONCRETE

5.1 %
(89
.73
)FS(89.52)LIP(89.68)FS(89.40)LIP2.8%3.1%
(89
.60
)FS(89.42)LIP(89.67)FS(89.34)LIP2.4%3.5
%
(89
.59
)FS(89.30)LIP(89.52)FS(89.29)LIP3.8%2.4%
(89
.47
)FS(89.19)LIP(89.71)FS(89.24)LIP3.7%

5.1 %
(89
.40
)FS(89.14)LIP(89.62)FS(89.18)LIP3.3%

4.8 %89.21LIP

89.11LIP(89.22)LIP89.11LIP1.3%1.2%(89.44)FS(89.51)FS(89 .85
)FS(90.37)FS(90.24)FS(89.65)FS1
1 .
0%14.4%
9 .
8%(90.05)FS(89.44)FS(89.24)FS1.6%(89.75)FS

320 MAIN STREET
UNIT D
SEAL BEACH, CA 90740
714-656-0160

DOWNEY ALLEY IMPROVEMENT

CROSS SECTIONS

PRELIMINARY
HORIZ. 1" = 10'
VERT. 1" = 1'

PROFILE
SCALE
X-1
STA 57+25 TO STA 59+00

DUNROBIN-CORNUTA ALLEY
LEGEND
PROPOSED AC PVMT (4")

PROPOSED CONCRETE

EXISTING CONCRETE
57+25
89 90
91 92
93 94
95 96
89 90
91 92
93 94
95 96
0 10 20 300102030
57+50
89 90
91 92
93 94
95 96
89 90
91 92
93 94
95 96
0 10 20 300102030
57+75
89 90
91 92
93 94
95 96
89 90
91 92
93 94
95 96
0 10 20 300102030
58+00
89 90
91 92
93 94
95 96
89 90
91 92
93 94
95 96
0 10 20 300102030
58+25
89 90
91 92
93 94
95 96
89 90
91 92
93 94
95 96
0 10 20 300102030
58+50
89 90
91 92
93 94
95 96
89 90
91 92
93 94
95 96
0 10 20 300102030
58+75
89 90
91 92
93 94
95 96
89 90
91 92
93 94
95 96
0 10 20 300102030
59+00
89 90
91 92
93 94
95 96
89 90
91 92
93 94
95 96
0 10 20 300102030
(-2.8%)(2.7%)(90.34')(90.33')(90.45')(90.43')(90.33')(90.34')(90.35')(90.36')(90.25')(90.41')(-1.8%)(-1.8%)(-0.1%)(-0.1%)(15.1%)(90.71')(90.70')(90.70')(91.33')(90.71')(90.61')(90.52')(-0.9%)(-0.9%)(0.6%)(13.2%)(90.76')(90.80')(91.33')(90.76')(90.73')(90.65')(-0.1%)(-0.0%)(1.6%)(1.5%)(9.9%)(9.8%)(90.80')(90.90')(91.21')(91.50')(90.80')(90.79')(90.78')(0.5%)(0.5%)(1.7%)(1.7%)(8.6%)(8.6%)(90.89')(90.95')(91.00')(91.49')(91.77')(90.89')(90.87')(90.91')(0.7%)(0.7%)(1.9%)(18.5%)(90.97')(91.03')(91.10')(91.87')(90.97')(90.97')(90.99')(91.04')(3.7 %
)
(1.6%)(3.0%)(10.2%)(90.97')(91.14')(91.54')(90.97')(90.94')(91.00')(91.12')(91.19')(3.7 %
)
(3.7
%
)
(2.7%
)(5.0%)(90.93')(91.21')(91.13')(90.93')(90.97')(91.11')(91.23')CL EX RW
(10')
EX
RW
(10')
CL
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
(90
.70
)FS90.43LIP(90.59)FS90.43LIP5.1%2.3%
(90
.80
)FS90.54LIP(90.68)FS90.54LIP5.1%2.0%
(90
.90
)FS90.65LIP(90.79)FS90.65LIP5.1%1.8%
(91
.00
)FS90.76LIP(90.90)FS90.76LIP4.7%1.8%
(91
.10
)FS90.87LIP(91.00)FS90.87LIP4.2%1.5%
(91
.18
)FS90.94LIP(91.11)FS90.94LIP4.3%2.1%
(91
.13
)FS91.00LIP(91.15)FS91.00LIP1.6%1.8%
9 0
.
3 5
FL9
0 .
4 6
F
L
9 0
.
5 7
FL90.68F
L
9 0
.
7 9
FL90.85F
L
9 0
.
9 1
FL1.50'1.50'

1.50'1.50'

1.50'1.50'1.50'1.50'

1.50'1.50'

1.50'1.50'
(91
.33
)FS(91
.50
)FS(91
.77
)FS(91
.87
)FS(91
.54
)FS(91.19)FS(91.23)FS9.9%13.2%8.6%18.6%10.3%(91.04)FS

320 MAIN STREET
UNIT D
SEAL BEACH, CA 90740
714-656-0160

DOWNEY ALLEY IMPROVEMENT

CROSS SECTIONS

PRELIMINARY
HORIZ. 1" = 10'
VERT. 1" = 1'

PROFILE
SCALE
X-2
STA 59+25 TO STA 61+00

DUNROBIN-CORNUTA ALLEY
LEGEND
PROPOSED AC PVMT (4")

PROPOSED CONCRETE

EXISTING CONCRETE
59+25
89 90
91 92
93 94
95 96
89 90
91 92
93 94
95 96
0 10 20 300102030
59+50
89 90
91 92
93 94
95 96
89 90
91 92
93 94
95 96
0 10 20 300102030
59+75
89 90
91 92
93 94
95 96
89 90
91 92
93 94
95 96
0 10 20 300102030
60+00
89 90
91 92
93 94
95 96
89 90
91 92
93 94
95 96
0 10 20 300102030
60+25
89 90
91 92
93 94
95 96
89 90
91 92
93 94
95 96
0 10 20 300102030
60+50
89 90
91 92
93 94
95 96
89 90
91 92
93 94
95 96
0 10 20 300102030
60+75
90 91
92 93
94 95
96 97
90 91
92 93
94 95
96 97
0 10 20 300102030
61+00
90 91
92 93
94 95
96 97
90 91
92 93
94 95
96 97
0 10 20 300102030
(3.7
%
)
(3.3
%
)(2.4%)
(2.2%)(90.87')(91.00')(91.09')(91.10')(90.87')(90.94')(91.17')(91.21')(4. 7 %
)
(3.8
%
)
(1.6%)(90.81')(90.88')(90.96')(90.81')(90.88')(91.00')(91.25')(3.9 %
)
(3.0
%
)(3.0
%
)(0.9%)(1.0%)(90.85')(90.90')(90.94')(90.85')(90.93')(91.06')(91.18')(90.87')(90.88')(90.89')(90.90')(90.87')(90.88')(90.93')(90.99')(91.06')(0.2%)(0.1%)(90.78')(90.79')(90.94')(90.78')(90.78')(90.81')(90.81')(90.32')(90.32')(90.36')(90.36')(90.40')(90.88')(90.32')(90.33')(90.38')(90.41')(90.48')(91.00')(-0.1%)(0.1%)(0.1%)(91.35')(91.36')(91.45')(91.35')(91.34')(1.7%)(4.1% )(19.5%)(91.12')(91.48')(92.23')(91.12')(91.29')(91.58')CL EX RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')

CL CL CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL
(91
.10
)FS90.91LIP(91.14)FS90.91LIP2.3%2.7%
(90
.96
)FS90.81LIP(91.17)FS90.81LIP2.0%

4.2 %
(90
.94
)FS90.76LIP(91.11)FS90.76LIP2.4%

4.1 %
(91
.36
)FS91.06LIP(91.34)FS91.06LIP3.7%3.3%
(91
.50
)FS91.11LIP(91.28)FS91.11LIP4.5%

1.9%
9 0
.
8 2
FL9
0 .
7 3
F
L
9 0
.
6 8
FL9
0 .
9 8
F
L91.03F
L

1.50'1.50'

1.50'1.50'
(91
.25
)FS(91.21)FS(91.18)FS(91.34)FS(91.29)FS

320 MAIN STREET
UNIT D
SEAL BEACH, CA 90740
714-656-0160

DOWNEY ALLEY IMPROVEMENT

CROSS SECTIONS

PRELIMINARY
HORIZ. 1" = 10'
VERT. 1" = 1'

PROFILE
SCALE
X-3
STA 61+25 TO STA 63+00

DUNROBIN-CORNUTA ALLEY
LEGEND
PROPOSED AC PVMT (4")

PROPOSED CONCRETE

EXISTING CONCRETE
61+25
90 91
92 93
94 95
96 97
90 91
92 93
94 95
96 97
0 10 20 300102030
61+50
90 91
92 93
94 95
96 97
90 91
92 93
94 95
96 97
0 10 20 300102030
61+75
90 91
92 93
94 95
96 97
90 91
92 93
94 95
96 97
0 10 20 300102030
62+00
90 91
92 93
94 95
96 97
90 91
92 93
94 95
96 97
0 10 20 300102030
62+25
90 91
92 93
94 95
96 97
90 91
92 93
94 95
96 97
0 10 20 300102030
62+50
90 91
92 93
94 95
96 97
90 91
92 93
94 95
96 97
0 10 20 300102030
62+75
90 91
92 93
94 95
96 97
90 91
92 93
94 95
96 97
0 10 20 300102030
63+00
90 91
92 93
94 95
96 97
90 91
92 93
94 95
96 97
0 10 20 300102030
(0.5%)(-0.5%)(14.8%)(91.34')(91.30')(92.22')(91.34')(91.39')(91.44')(3.8 %
)
(0.9%)
(2.7%)(91.24')(91.36')(91.47')(91.57')(91.24')(91.26')(91.41')(91.59')(1.5%) (-0.0%)(91.45')(91.45')(91.53')(91.57')(91.45')(91.49')(91.54')(91.60')(91.75')(-0.0%)(0.0%)(91.54')(91.54')(91.65')(91.69')(91.54')(91.54')(91.64')(91.75')(91.74')(7 .
2 %
)
(-0.2%)(-0.2%)(0.2%)(91.65')(91.67')(91.59')(91.65')(91.64')(91.63')(91.88')(3.0 %
)
(0.0%)(-0.0%)
(2.7%)(91.55')(91.58')(91.69')(91.78')(91.77')(91.55')(91.55')(91.65')(91.75')(91.94')(0.6%)(-0.5%)(91.80')(91.74')(91.95')(91.80')(91.86')(92.12')(0.8%)(-0.8%)(91.68')(91.63')(91.71')(92.06')(92.18')(91.68')(91.72')(91.89')(92.20')CL EX RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
(91
.30
)FS91.19LIP(91.39)FS91.19LIP1.7%2.4%
(91
.52
)FS91.26LIP(91.46)FS91.26LIP3.1%2.4%
(91
.54
)FS91.31LIP(91.59)FS91.31LIP2.7%3.3%
(91
.66
)FS91.36LIP(91.63)FS91.36LIP3.5%3.1%
(91
.67
)FS91.41LIP(91.63)FS91.41LIP3.1%2.6%
(91
.76
)FS91.46LIP(91.73)FS91.46LIP3.5%3.2%
(91
.74
)FS91.51LIP(91.85)FS91.51LIP2.8%

4.1 %
(91
.73
)FS91.56LIP(91.89)FS91.56LIP2.1%

3.9 %91.10FL91.18F
L
9 1
.
2 3
F
L
9 1
.
2 8
FL91.33FL91.38FL9
1 .
4 2
FL91.47FL1.50'1.50'

1.50'1.50'

1.50'1.50'1.50'1.50'

1.50'1.50'(91.44)FS(91.60)FS(91.86)FS(91.74)FS(91.78)FS(91.59)FS(91.57)FS(91.64)FS(91.69)FS(91.67)FS(91.63)FS(91.75)FS(91.92)FS

320 MAIN STREET
UNIT D
SEAL BEACH, CA 90740
714-656-0160

DOWNEY ALLEY IMPROVEMENT

CROSS SECTIONS

PRELIMINARY
HORIZ. 1" = 10'
VERT. 1" = 1'

PROFILE
SCALE
X-4
STA 63+25 TO STA 64+75

DUNROBIN-CORNUTA ALLEY
LEGEND
PROPOSED AC PVMT (4")

PROPOSED CONCRETE

EXISTING CONCRETE
63+25
90 91
92 93
94 95
96 97
90 91
92 93
94 95
96 97
0 10 20 300102030
63+50
90 91
92 93
94 95
96 97
90 91
92 93
94 95
96 97
0 10 20 300102030
63+75
90 91
92 93
94 95
96 97
90 91
92 93
94 95
96 97
0 10 20 300102030
64+00
90 91
92 93
94 95
96 97
90 91
92 93
94 95
96 97
0 10 20 300102030
64+25
90 91
92 93
94 95
96 97
90 91
92 93
94 95
96 97
0 10 20 300102030
64+50
90 91
92 93
94 95
96 97
90 91
92 93
94 95
96 97
0 10 20 300102030
64+75
90 91
92 93
94 95
96 97
90 91
92 93
94 95
96 97
0 10 20 300102030
(
9 .
9%
)
(0.5%)(-0.5%)(-0.5%)(91.83')(91.80')(92.01')(92.16')(91.83')(91.88')(92.15')(8 .
0 %
)
(3.1
%
)
(0.2%)(2.2%)(9.3%)(91.66')(91.69')(91.76')(91.83')(92.19')(91.66')(91.68')(91.80')(91.91')(92.16')(6. 1 %
)
(0.4%)(-0.4%)(7.6%)(91.91')(91.87')(92.16')(92.21')(91.91')(91.94')(92.17')(5. 8 %
)
(5.
8 %
)
(3.0
%
)
(3.2%)(6.3%)(91.65')(91.92')(92.16')(92.24')(91.65')(91.93')(92.19')(3.4 %
)
(2.3%)(2.3%)(6.1%)(91.77')(91.81')(91.89')(92.15')(92.26')(91.77')(91.84')(92.04')(92.17')(92.20')(0.3%)(0.3%)(-0.3%)(6.0%)(6.0%)(91.97')(91.95')(92.28')(91.97')(92.00')(92.00')(-0.4%)(-0.4%)(91.42')(91.43')(91.43')(91.42')(91.42')(91.42')(91.42')(91.42')(91.42')(91.42')(91.41')(91.41')(91.41')(91.41')(91.41')CL EX RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
CL EX
RW
(10')
EX
RW
(10')
(91
.82
)FS91.61LIP(91.88)FS91.61LIP2.6%3.2%
(91
.88
)FS91.66LIP(91.90)FS91.66LIP2.7%2.8%
(91
.93
)FS91.70LIP(91.95)FS91.70LIP2.7%2.8%
(91
.98
)FS91.75LIP(91.97)FS91.75LIP2.7%2.5%
(91
.99
)FS91.80LIP(92.07)FS91.80LIP2.2%3.1%
(91
.99
)FS91.85LIP(92.02)FS91.85LIP1.7%2.0%
9 1
.
5 2
FL9
1 .
5 7
F
L

91.62FL91.67FL91.72F
L
9 1
.
7 7
FL1.50'1.50'1.50'1.50'1.50'1.50'

1.50'1.50'

1.50'1.50'1.50'1.50'

6.0%

6.1%

7.6%

6.3%9.3%
(92
.28
)FS(92
.26
)FS(92
.21
)FS(92
.24
)FS(92
.19
)FS(92.16)FS(92.19)FS(92.17)FS(92.20)FSCL
(91.88)FS

Downey City CouncilFebruary 27, 2024

Downey City Council
February 27, 2024