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 11, 2025
SUBJECT: APPROV AL OF PLANS AND SPECIFICATIONS AND AUTHORIZATION
TO SOLICIT CONSTRUCTION BIDS FOR THE ALLEY
BEAUTIFICATION PROJECT, STATE PROJECT NO. CCL-5334-072, CAPITAL IMPROVEMENT PROJECT (CIP) NO. 24-03
EXECUTIVE SUMMARY
The City Council will consider approving plans and specifications and authorizing the solicitation of construction bids for the Alley Beautification Project, State Project No. CCL- 5334-072, Capital Improvement Program (CIP) No. 24-03. The existing asphalt pavement on the 38 alley segments, as shown on the Location Map on Attachment A have Pavement Condition Index’s (PCI) ranging from 15 to 70.
RECOMMENDATION
That the City Council:
Approve the plans and specifications, and authorize the solicitation of construction bids, for the Alley Beautification Project, State Project No. CCL-5334-072, CIP No. 24-03.
BACKGROUND
The City of Downey surveyed the current pavement condition of all of the existing alleys in the City. The existing asphalt pavement on the 38 alley segments, as shown on the Location Map on Attachment A have Pavement Condition Index’s (PCI) ranging from 15 to 70. Alleys having a PCI’s ranging from 15 to 40 indicate pavement is in very poor condition with extensive surface cracking and structural deterioration. Alleys having PCI’s ranging from 40 to 70 indicate pavement is in a poor to fair condition; while still functional, shows moderate distress, and is at risk of further deterioration.
One of the City Council’s goals over the next 5 to 10 years is to improve the condition of the alleys. City staff, on several occasions, have inspected and evaluated the condition of these 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
CIP NO. 24-03 – ALLEY BEAUTIFICATION PROJECT, STATE PROJECT NO. CCL-5534-072 FEBRUARY 11, 2025
PAGE 2
2 including street lighting and rehabilitation of pavement were also assessed. The City recently completed repaving of approximately 1 mile of alley segments north of Foster Road back in November 2024. Street lighting in the alleys will be addressed going forward by working with SCE to installing mast arms and LED fixtures on existing utility poles.
On January 23, 2024, the City Council approved Resolution No. 24-8226 authorizing the City Manager to execute agreements with the State Department of Transportation (Caltrans) related to the Clean California Local Grant Program (CCLGP) funding award in the amount of $2,517,000 for the City of Downey Alley Beautification Project. The Clean California Local Grant Program (CCLGP), administered by Caltrans, provides funding to beautify and improve streets and roads, tribal lands, parks, pathways, and transit centers.
Its ultimate goal is to restore pride in California's public spaces.
On October 8, 2024, the City Council approved a professional services agreement with Kreuzer Consulting Group to design improvements for the Alley Beautification Project, State Project No. CCL-5334-072, Capital Improvement Program (CIP) No. 24-03, in an effort to meet the City Council’s goals of improving the alleys..
ANALYSIS
Staff has completed the preparation of plans (Attachment B), which includes approximately 280,000 square feet of asphalt and concrete pavement rehabilitation, including 38of the total 116 alleys.
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 wayfinding signs to direct pedestrians to various City landmarks. In addition, uplifted, damaged, or non- standard curbs, gutters, cross gutters, sidewalks, driveway approaches, and curb access ramps will be replaced to comply with the latest Americans with Disabilities Act (ADA) requirements.
Construction is anticipated to begin in April 2025 and be completed by July 2025.
This Project is categorically exempt from the provisions of the California Environmental Quality Act (CEQA) under Section 15301(c), Existing Facilities.
Alley Pavement CIP Program
As previously mentioned, staff recently completed a comprehensive PCI evaluation of all street and alley segments throughout the city. Staff will be putting together a paving program for the remaining alley segments that are based on these PCI evaluations and preparing a 5-year CIP program to address alleys as part of the Fiscal Year 2025-2026 budget.
CIP NO. 24-03 – ALLEY BEAUTIFICATION PROJECT, STATE PROJECT NO. CCL-5534-072 FEBRUARY 11, 2025
PAGE 3
3 CITY COUNCIL PRIORITIES
Quality of Life, Safety & Infrastructure
FISCAL IMPACT
Approval of the recommended actions will result in an expenditure of $4,547,748 of budgeted CIP funds from Vehicle Impact Fee, Clean California Grant, and SB1 funds to cover the total estimated project costs, as listed in the 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 $205,880
Construction Contract (Estimated) $3,651,698
Contingencies (10%) $365,170
Construction Inspection and Materials Testing $175,000
Construction Engineering and Contract Administration $150,000 Total Estimated Project Cost: $4,547,748
There are sufficient fund balances in the approved Fiscal Year 2024-2025 CIP budget for the recommended actions.
Account
No. Funding Source Amount
38-1-6904 Fund 38 (Vehicle Impact Fee) $1,480,000
26-1-6904 Fund 26 (Clean California Grant) $2,517,000
32-1-6882 SB1 Local Return Fund $550,748
Total Estimated Project Cost: $4,547,748
A detailed Project cost summary will be provided at the time of the award of the construction contract.
ATTACHMENTS
Attachment A: Project Location Map
Attachment B: Project Plans
ATTACHMENT A
BROCK AVECHEYENNE AVE GNEISS AVEGARDENDALE ST
PRISCILLA ST
PURITAN ST
DEVENIR AVE
COMOLETTE ST
ADOREE STPARROT AVELYNDORA ST
BORSON ST
DOWNEY AVECOMOLETTE STGLYNN AVELYNDORA ST
IMPERIAL HWY
GURLEY AVEPARAMOUNT BLVDORIZABA AVEGNEISS AVELA REINA AVEDEVENIR AVE
CHEYENNE ST
PURITAN ST
HARO AVEADCO AVEARNETT ST
NEO ST
OLD RIVER SCHOOL RDFIRES
T
O
N
E
B
L
V
D
MARTELL WY
COLE ST
STEWART AND GRAY RD
PERNELL AVEADOREE ST COLUMBIA WYCOWLEY AVECITY 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 PAVEMENT REHABILITATION PROJECT
CAPITAL IMPROVEMENT PROJECT NO. 24-03
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
TITLE SHEET
SHEET INDEX
TYPICAL SECTION AND
CONSTRUCTION DETAILS
PARAMOUNT-PARROT ALLEY
GURLEY-DOWNEY ALLEY
DOWNEY-GLYNN ALLEY
PARAMOUNT-BROCK ALLEY
GNEISS-DOWNEY ALLEY
PRISCILLA-GARDENDALE ALLEY
CHEYENNE-PRISCILLA ALLEY
PURITAN-CHEYENNE ALLEY
DEVENIR-PURITAN ALLEY
COMOLETTE-DEVENIR ALLEY
ADOREE-COMOLETTE ALLEY
COWLEY-COLUMBIA ALLEY
STEWART AND GRAY-COLE ALLEY
MARTELL WAY ALLEY
HARO-ADCO ALLEY
ADCO-OLD RIVER SCHOOL ALLEY
1 2
3 4 - 6
7 - 11
12 - 14
15 - 18
19 - 21
22 - 25
26 - 29
30 - 32
33 - 35
36 - 38
39 - 41
42 - 44
45 - 46
47 - 49
50 51
CIP NO. 24-03
ALLEYS PAVEMENT REHABILITATION PROJECT
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160
KREUZER CONSULTING GROUP
PRELIMINARY
DOWNEY AVEBROCK AVECHEYENNE AVE GNEISS AVEGARDENDALE ST
PRISCILLA ST
PURITAN ST
DEVENIR AVE
COMOLETTE ST
ADOREE STPARROT AVELYNDORA ST
BORSON ST
COMOLETTE STGLYNN AVELYNDORA ST
IMPERIAL HWY
GURLEY AVEPARAMOUNT BLVDORIZABA AVEGNEISS AVELA REINA AVEDEVENIR AVE
CHEYENNE ST
SHEET 15SHEET 16SHEET 17SHEET 18SHEET 4SHEET 5SHEET 6SHEET 7SHEET 8SHEET 9SHEET 10SHEET 11SHEET 12SHEET 13SHEET 14SHEET 19SHEET 20SHEET 21SHEET 39 SHEET 40 SHEET 41 SHEET 36 SHEET 37 SHEET 38
SHEET 33 SHEET 34 SHEET 35
SHEET 30 SHEET 31 SHEET 32
SHEET 26 SHEET 27 SHEET 28
SHEET 22 SHEET 23 SHEET 24
SHEET 29
SHEET 25
PURITAN ST
SHEET 48SHEET 47SHEET 49SHEET 50SHEET 51HARO AVEADCO AVEARNETT ST NEO ST
OLD RIVER SCHOOL RDMARTELL WY
FIRES
T
O
N
E
B
L
V
D
SHEET 45 SHEET 46
COLE ST PERNELL AVESTEWART AND GRAY RD
SHEET 44
ADOREE ST COLUMBIA WYCOWLEY AVESHEET 42SHEET 43SHEET INDEX CIP NO. 24-03
ALLEYS PAVEMENT REHABILITATION PROJECT
GENERAL NOTES:
1.CONTRACTOR SHALL REMOVE ALL AC, PCC, OR ANY
OTHER MATERIAL INTERFERING WITH NEW PAVEMENT
2.EXISTING JAGGED-EDGE CONCRETE TO JOIN NEW AC
SHALL BE SAWCUT STRAIGHT PRIOR TO PAVING.
3.DAMAGED OR BROKEN METER BOXES SHALL BE
REPLACED BY OWNER.
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160
KREUZER CONSULTING GROUP
PRELIMINARY
DETAIL "A" - VALLEY GUTTER DETAIL
N.T.S.
CL
3'3'
6" PCC (3,250 PSI
@ 28 DAYS)1"#3 BARS @ 12" OC
NG @ 95%
COMPACTION
FL PER PROFILES
FS PER PROFILESFS PER PROFILES
ALLEY W/ EXISTING LEFT V-GUTTER TYPICAL SECTION
EX
RW
EX
RWCL
(10.0')(10.0')
1.0 %
-
8 .
0 %
1.0%-8.0%
VAR VARJOIN EXVAR
PER PLAN
VAR
PER PLAN
JOIN EX(3.0')
N.T.S.
VAR VAR
4" A
C 4" AC
CONCRETE
"VALLEY GUTTER"1
2 2
N.T.S.
ALLEY W/ EXISTING RIGHT V-GUTTER TYPICAL SECTION
EX
RW
EX
RW
(7.5'-10.0')(7.5'-10.0')
1.0%-
8. 0
%
1.0%-8.0%VARVAR JOIN EXVAR
PER PLAN
VAR
PER PLAN
JOIN EX(3.0'-4.0')VARVAR
4" AC4" AC
CONCRETE
"VALLEY GUTTER"1
2 2
CL EX
RW
EX
RWCL
(10.0')(10.0')
1.0%-8.0%1.0%-8.0%
VAR VAR
2 2
CONCRETE
"VALLEY GUTTER"JOIN EXVAR
PER PLAN
VAR
PER PLAN
JOIN EX4" AC 4" AC
VAR (3.0'-6.0')VAR
1 N.T.S.
ALLEY W/ EXISTING V-GUTTER TYPICAL SECTION
N.T.S.
EX
RW
EX
RW
(10.0')(10.0')
1.0%-8.0%
VAR VAR
2JOIN EXVAR
PER PLAN
VAR
PER PLAN
JOIN EX4" AC 4" AC
8.5'3.0'8.5'
N.T.S.
ALLEY W/ PROPOSED V-GUTTER TYPICAL SECTION
1.0%-8.0%
2 N.T.S.N.T.S.
ALLEY W/ PROPOSED RIGHT V-GUTTER TYPICAL SECTION
N.T.S.N.T.S.
ALLEY W/ PROPOSED LEFT V-GUTTER TYPICAL SECTION
EX
RW
EX
RWCL
(10.0')(10.0')
1.0 %
-
8 .
0 %
1.0%-8.0%
VAR VARJOIN EXVAR
PER PLAN
VAR
PER PLAN
JOIN EX(3.0')VAR VAR
4" A
C 4" AC
CONCRETE
"VALLEY GUTTER"
3 2
2 EX
RW
EX
RW
(7.5'-10.0')(7.5'-10.0')
1.0%-
8. 0
%
1.0%-8.0%VARVAR JOIN EXVAR
PER PLAN
VAR
PER PLAN
JOIN EX(3.0'-4.0')VARVAR
4" AC4" AC
19 2
2 CL
OR 19
CONCRETE
"VALLEY GUTTER"
3 OR CONCRETE
"VALLEY GUTTER"
3 OR 19
TYPICAL SECTION & CONSTRUCTION DETAIL
CIP NO. 24-03
ALLEYS 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 PAVEMENT.)
PROTECT IN PLACE.
EXISTING CONCRETE
PROPOSED CONCRETE IMPROVEMENTS
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 BOX TO GRADE.
7 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT ACCESS
RAMP WITH TRUNCATED DOME PER SPPWC STD PLAN NO. 111-5,
(CASE D, TYPE 2).
EXISTING BLOCK WALL
GENERAL NOTES:
1.CONTRACTOR SHALL REMOVE ALL AC, PCC, OR ANY
OTHER MATERIAL INTERFERING WITH NEW PAVEMENT
2.EXISTING JAGGED-EDGE CONCRETE TO JOIN NEW AC
SHALL BE SAWCUT STRAIGHT PRIOR TO PAVING.
3.DAMAGED OR BROKEN METER BOXES SHALL BE
REPLACED BY OWNER.
8 9
10 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
SIDEWALK PER SPPWC STD PLAN NO. 122-2.
NEW AC PAVEMENT
LEGEND
NEW TRUNCATED DOMES
15 ADJUST METER BOX 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 VALLEY GUTTER AND UNDERLYING SUBGRADE AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON SHEET 3.
EXISTING FENCE / GATExx
EXISTING RIGHT OF WAY
SAWCUT AND INSTALL CAST-IN-PLACE TRUNCATED DOME.
REMOVE EXISTING CONCRETE IMPROVEMENTS AND CONSTRUCT 4"
PCC PAD OVER 4" CMB PER ELEVATIONS ON PLAN.
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160
KREUZER CONSULTING GROUP
16 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
PAVEMENT AT DRIVEWAY LOCATION.
17 REMOVE AND DISPOSE EXISTING TREE STUMP.
18 GRIND/PRUNE EXISTING TREE ROOTS TO 6" (MIN) BELOW
PROPOSED AC PAVEMENT FINISHED SURFACE
PRELIMINARY
19 REMOVE EXISTING ALLEY PAVEMENT, BASE, AND/OR SUBGRADE
MATERIAL AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON
SHEET 3.
CIP NO. 24-03
ALLEYS 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 PAVEMENT.)
PROTECT IN PLACE.
EXISTING CONCRETE
PROPOSED CONCRETE IMPROVEMENTS
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 BOX TO GRADE.
7 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT ACCESS
RAMP WITH TRUNCATED DOME PER SPPWC STD PLAN NO. 111-5,
(CASE D, TYPE 2).
EXISTING BLOCK WALL
GENERAL NOTES:
1.CONTRACTOR SHALL REMOVE ALL AC, PCC, OR ANY
OTHER MATERIAL INTERFERING WITH NEW PAVEMENT
2.EXISTING JAGGED-EDGE CONCRETE TO JOIN NEW AC
SHALL BE SAWCUT STRAIGHT PRIOR TO PAVING.
3.DAMAGED OR BROKEN METER BOXES SHALL BE
REPLACED BY OWNER.
8 9
10 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
SIDEWALK PER SPPWC STD PLAN NO. 122-2.
NEW AC PAVEMENT
LEGEND
NEW TRUNCATED DOMES
15 ADJUST METER BOX 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 VALLEY GUTTER AND UNDERLYING SUBGRADE AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON SHEET 3.
EXISTING FENCE / GATExx
EXISTING RIGHT OF WAY
SAWCUT AND INSTALL CAST-IN-PLACE TRUNCATED DOME.
REMOVE EXISTING CONCRETE IMPROVEMENTS AND CONSTRUCT 4"
PCC PAD OVER 4" CMB PER ELEVATIONS ON PLAN.
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160
KREUZER CONSULTING GROUP
16 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
PAVEMENT AT DRIVEWAY LOCATION.
17 REMOVE AND DISPOSE EXISTING TREE STUMP.
18 GRIND/PRUNE EXISTING TREE ROOTS TO 6" (MIN) BELOW
PROPOSED AC PAVEMENT FINISHED SURFACE
PRELIMINARY
PROFILE
SCALE
19 REMOVE EXISTING ALLEY PAVEMENT, BASE, AND/OR SUBGRADE
MATERIAL AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON
SHEET 3.
PARAMOUNT-PARROT ALLEY FROM ADOREE STREET TO STA 29+50MATCH LINE STA 29+50 SEE SHEET 5 27+00 27+50 28+00 28+50 29+00 29+50 29+50 MATCH LINE ~ SEE SHEET 5PARAMOUNT-PARROT ALLEYADOREE ST 92 93
94 92
93 94
92 93
94 92
93 94
92 93
94 92
93 94
12748 PARAMOUNT BLVD
6260-014-024
12754 PARAMOUNT BLVD
6260-014-025
12760 PARAMOUNT BLVD
6260-014-026
12745 PARROT AVE
6260-014-030
12751 PARROT AVE
6260-014-029
8015 ADOREE ST
6260-014-027
12742 PARAMOUNT BLVD
6260-014-023
+12+00 +28 00 +29 00
xxxxxxxx
xxxxxx
C INTERSECTION
11+60.03 ADOREE ST
27+14.52 PARAMOUNT-PARROT ALLEY=
L (10')(10')1
WALL
1 WALL
1 GATE
1 CONC
1 WALL
1 PP
1 WALL
1 GATE
1 WALL
1 WALL
1 FENCE 1
CONC
WALL
1 GATE
1 CONC
1 WALL
1 GATE
1 WALL
1 CONC
1 WALL
1 WALL
1 WALL
1 GATE
1 WALL
1 WALL
1 CONC
1 WALL
1 WALL
1 WALL
1 GATE
1 WALL
1 WALL
1 WALL
1 CONC
1 WALL
1 3'3'2
2 19
V-GUTTER
27+70
92.48 FL
28+00
92.57 FL
28+50
92.72 FL
29+00
92.87 FL
29+50
93.02 FL
92.40 FL
92.48 LG
92.48 LG2.6%2.5%1
WALL
(92.46 TC)
(91.79 FL)
JOIN EX
(92.62 TC/FL)
JOIN EX
(92.73 FS)
JOIN EX
92.32 FS
5.3%
92.69 FS
92.68 FS
92.47 FS
92.62 FS
(92.50 TC)
(91.84 FL)
JOIN EX
65 4
2'(92.73 FS)(92.87 FS)(92.86 FS)(93.14 FS)(93.29 FS)(93.34 FS)EX & PROP FS @ W'LY JOIN (92.69 FS)(92.70 FS)(92.94 FS)(92.94 FS)(93.04 FS)(93.29 FS)EX & PROP FS @ E'LY JOIN(92.68 FS)(92.74 FS)(92.89 FS)(92.92 FS)(93.03 FS)(93.19 FS)92.57 FL92.72 FL92.87 FL93.02 FL92.41 FL(92.63 FS)EX FS @ PROPOSED
V-GUTTER FL
PROPOSED
V-GUTTER FL
+0.34%
+0.30%STA 27+46.12GB; 92.40 FLSTA 27+70.00GB; 92.48 FL
CIP NO. 24-03
ALLEYS 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 PAVEMENT.)
PROTECT IN PLACE.
EXISTING CONCRETE
PROPOSED CONCRETE IMPROVEMENTS
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 BOX TO GRADE.
7 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT ACCESS
RAMP WITH TRUNCATED DOME PER SPPWC STD PLAN NO. 111-5,
(CASE D, TYPE 2).
EXISTING BLOCK WALL
GENERAL NOTES:
1.CONTRACTOR SHALL REMOVE ALL AC, PCC, OR ANY
OTHER MATERIAL INTERFERING WITH NEW PAVEMENT
2.EXISTING JAGGED-EDGE CONCRETE TO JOIN NEW AC
SHALL BE SAWCUT STRAIGHT PRIOR TO PAVING.
3.DAMAGED OR BROKEN METER BOXES SHALL BE
REPLACED BY OWNER.
8 9
10 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
SIDEWALK PER SPPWC STD PLAN NO. 122-2.
NEW AC PAVEMENT
LEGEND
NEW TRUNCATED DOMES
15 ADJUST METER BOX 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 VALLEY GUTTER AND UNDERLYING SUBGRADE AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON SHEET 3.
EXISTING FENCE / GATExx
EXISTING RIGHT OF WAY
SAWCUT AND INSTALL CAST-IN-PLACE TRUNCATED DOME.
REMOVE EXISTING CONCRETE IMPROVEMENTS AND CONSTRUCT 4"
PCC PAD OVER 4" CMB PER ELEVATIONS ON PLAN.
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160
KREUZER CONSULTING GROUP
16 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
PAVEMENT AT DRIVEWAY LOCATION.
17 REMOVE AND DISPOSE EXISTING TREE STUMP.
18 GRIND/PRUNE EXISTING TREE ROOTS TO 6" (MIN) BELOW
PROPOSED AC PAVEMENT FINISHED SURFACE
PRELIMINARY
PROFILE
SCALE
19 REMOVE EXISTING ALLEY PAVEMENT, BASE, AND/OR SUBGRADE
MATERIAL AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON
SHEET 3.MATCH LINE STA 32+00 SEE SHEET 629+50 30+00 30+50 31+00 31+50 MATCH LINE STA 29+50 SEE SHEET 429+50 MATCH LINE ~ SEE SHEET 432+00 MATCH LINE ~ SEE SHEET 632+00 PARAMOUNT-PARROT ALLEY FROM STA 29+50 TO STA 32+00
PARAMOUNT-PARROT ALLEY
92 93
94 92
93 94
95 96
94 95
96 94
92 93
94 95
96 94
12720 PARAMOUNT BLVD
6260-014-019
12726 PARAMOUNT BLVD
6260-014-020
12732 PARAMOUNT BLVD
6260-014-021
12738 PARAMOUNT BLVD
6260-014-022
12721 PARROT AVE
6260-014-034
12727 PARROT AVE
6260-014-033
12733 PARROT AVE
6260-014-032
12739 PARROT AVE
6260-014-031
12745 PARROT AVE
6260-014-030
12742 PARAMOUNT BLVD
6260-014-023
+30 00 +31 00 +32
xx xxxx
xx
xxxxxxxxxxxxxxxxxx
xx xx xx xx xx xx xx xx xx xx
x
x
x
x
xx
(10')(10')1
CONC
1 GATE
1 PP
1 WALL
1 CONC 1
FENCE
1 WALL
1 FENCE
1 GATE
1 CONC
1 FENCE
1 CONC
1 WALL
1 WALL
1 CONC
1 GATE
1 PP
1 WALL
1 GATE 1
WALL
1 WALL
1 GATE 1
WALL
WALL
1 CONC
1 WALL
1 WALL
1 GATE
1 WALL
1 WALL
1 GATE
1 WALL
1 CONC
1 WALL
1 GATE
1 WALL
1 GATE
1 WALL
1 1
WALL
1 GATE
1 GATE
13 3'3'2
2 19
V-GUTTER
29+50
93.02 FL
30+00
93.17 FL
30+50
93.43 FL
30+32
93.27 FL
31+00
93.88 FL
31+50
94.13 FL
32+00
94.58 FL(93.45 FS)(93.67 FS)(94.22 FS)(94.48 FS)(94.78 FS)(93.34 FS)EX & PROP FS @ W'LY JOIN (93.50 FS)(93.81 FS)(94.05 FS)(94.27 FS)(94.78 FS)(93.29 FS)EX & PROP FS @ E'LY JOIN(93.33 FS)(93.60 FS)(94.07 FS)(94.31 FS)(94.75 FS)(93.19 FS)93.17 FL93.43 FL94.58 FL93.02 FL(93.43 FS)EX FS @
PROPOSED FL
PROPOSED
V-GUTTER FL
+0.30%
+0.90%
+0.50%
+0.90%STA 30+32.00GB; 93.27 FLSTA 31+00.00GB; 93.88 FLSTA 31+50.00GB; 94.13 FL
CIP NO. 24-03
ALLEYS 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 PAVEMENT.)
PROTECT IN PLACE.
EXISTING CONCRETE
PROPOSED CONCRETE IMPROVEMENTS
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 BOX TO GRADE.
7 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT ACCESS
RAMP WITH TRUNCATED DOME PER SPPWC STD PLAN NO. 111-5,
(CASE D, TYPE 2).
EXISTING BLOCK WALL
GENERAL NOTES:
1.CONTRACTOR SHALL REMOVE ALL AC, PCC, OR ANY
OTHER MATERIAL INTERFERING WITH NEW PAVEMENT
2.EXISTING JAGGED-EDGE CONCRETE TO JOIN NEW AC
SHALL BE SAWCUT STRAIGHT PRIOR TO PAVING.
3.DAMAGED OR BROKEN METER BOXES SHALL BE
REPLACED BY OWNER.
8 9
10 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
SIDEWALK PER SPPWC STD PLAN NO. 122-2.
NEW AC PAVEMENT
LEGEND
NEW TRUNCATED DOMES
15 ADJUST METER BOX 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 VALLEY GUTTER AND UNDERLYING SUBGRADE AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON SHEET 3.
EXISTING FENCE / GATExx
EXISTING RIGHT OF WAY
SAWCUT AND INSTALL CAST-IN-PLACE TRUNCATED DOME.
REMOVE EXISTING CONCRETE IMPROVEMENTS AND CONSTRUCT 4"
PCC PAD OVER 4" CMB PER ELEVATIONS ON PLAN.
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160
KREUZER CONSULTING GROUP
16 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
PAVEMENT AT DRIVEWAY LOCATION.
17 REMOVE AND DISPOSE EXISTING TREE STUMP.
18 GRIND/PRUNE EXISTING TREE ROOTS TO 6" (MIN) BELOW
PROPOSED AC PAVEMENT FINISHED SURFACE
PRELIMINARY
PROFILE
SCALE
19 REMOVE EXISTING ALLEY PAVEMENT, BASE, AND/OR SUBGRADE
MATERIAL AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON
SHEET 3.
32+00 32+50 33+00 33+50 34+00
MATCH LINE STA 32+00 SEE SHEET 532+00 MATCH LINE ~ SEE SHEET 5PARAMOUNT-PARROT ALLEY FROM STA 32+00 TO LYNDORA STREET
PARAMOUNT-PARROT ALLEY LYNDORA ST
96 94
95 94
95 96
95 96
97 95
96 97
94 95
96 95
96 97
12700 PARAMOUNT BLVD
6260-014-016
12708 PARAMOUNT BLVD
6260-014-017
12714 PARAMOUNT BLVD
6260-014-018
12703 PARROT AVE
6260-014-037
12709 PARROT AVE
6260-014-036
12715 PARROT AVE
6260-014-035
12721
PARROT AVE
6260-014-034
12720
PARAMOUNT BLVD
6260-014-019
00+00 +33 00 +34 00 +34 16
xx xxxxxxxxxx xx xx xx
xxxxxxxx xx
xxxxxxC INTERSECTION
11+59.38 LYNDORA ST
34+16.29 PARAMOUNT-PARROT ALLEY=
L
(10')(10')1
WALL
1 WALL
1 GATE
1 WALL
1 PP
1 FENCE
1 GATE
1 CONC
1 WALL
1 WALL
1 WALL
1 GATE
1 CONC
1 FENCE
1 PP
WALL
1 WALL
1 CONC
1 GATE
1 WALL
1 GATE
1 CONC
1 WALL
1 WALL
1 CONC
1 GATE
1 WALL
1 GATE
1 WALL
1 FENCE
1 WALL
1 CONC
1 SIGN
POST
1 13
3'3'2
2 19
V-GUTTER
32+00
94.58 FL
32+50
94.83 FL
33+00
95.23 FL
33+50
95.63 FL
33+70
95.79 FL
96.00 FL
96.08 LG
96.08 LG
(96.09 TC)
(95.42 FL)
JOIN EX
(96.28 FS)
JOIN EX
(96.15 FS)
JOIN EX
(96.05 FS)
JOIN EX (96.00 TC)
(95.32 FL)
JOIN EX2.3%1.0%6.2%
95.37 FS
5 6
4 2'(95.38 FS)(95.48 FS)(95.90 FS)(94.78 FS)EX & PROP FS @ W'LY JOIN (96.23 FS)(95.18 FS)(95.63 FS)(95.96 FS)(94.78 FS)EX & PROP FS @ E'LY JOIN (96.15 FS)(95.05 FS)(95.46 FS)(95.83 FS)(94.75 FS)95.23 FL95.63 FL94.58 FL(95.96 FS)(96.22 FS)EX FS @
PROPOSED FL
PROPOSED
V-GUTTER FL
+0.50%
+0.80%
+0.97%STA 32+50.00GB; 94.83 FLSTA 33+70.00GB; 95.79 FLSTA 33+91.74GB; 96.00 FL
CIP NO. 24-03
ALLEYS 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 PAVEMENT.)
PROTECT IN PLACE.
EXISTING CONCRETE
PROPOSED CONCRETE IMPROVEMENTS
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 BOX TO GRADE.
7 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT ACCESS
RAMP WITH TRUNCATED DOME PER SPPWC STD PLAN NO. 111-5,
(CASE D, TYPE 2).
EXISTING BLOCK WALL
GENERAL NOTES:
1.CONTRACTOR SHALL REMOVE ALL AC, PCC, OR ANY
OTHER MATERIAL INTERFERING WITH NEW PAVEMENT
2.EXISTING JAGGED-EDGE CONCRETE TO JOIN NEW AC
SHALL BE SAWCUT STRAIGHT PRIOR TO PAVING.
3.DAMAGED OR BROKEN METER BOXES SHALL BE
REPLACED BY OWNER.
8 9
10 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
SIDEWALK PER SPPWC STD PLAN NO. 122-2.
NEW AC PAVEMENT
LEGEND
NEW TRUNCATED DOMES
15 ADJUST METER BOX 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 VALLEY GUTTER AND UNDERLYING SUBGRADE AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON SHEET 3.
EXISTING FENCE / GATExx
EXISTING RIGHT OF WAY
SAWCUT AND INSTALL CAST-IN-PLACE TRUNCATED DOME.
REMOVE EXISTING CONCRETE IMPROVEMENTS AND CONSTRUCT 4"
PCC PAD OVER 4" CMB PER ELEVATIONS ON PLAN.
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160
KREUZER CONSULTING GROUP
16 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
PAVEMENT AT DRIVEWAY LOCATION.
17 REMOVE AND DISPOSE EXISTING TREE STUMP.
18 GRIND/PRUNE EXISTING TREE ROOTS TO 6" (MIN) BELOW
PROPOSED AC PAVEMENT FINISHED SURFACE
PRELIMINARY
PROFILE
SCALE
19 REMOVE EXISTING ALLEY PAVEMENT, BASE, AND/OR SUBGRADE
MATERIAL AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON
SHEET 3.
GURLEY-DOWNEY ALLEY FROM ADOREE STREET TO STA 12+50MATCH LINE STA 12+50 SEE SHEET 810+00 10+50 11+00 11+50 12+00 12+50 12+50 MATCH LINE ~ SEE SHEET 8GURLEY-DOWNEY ALLEYADOREE ST 98 99
100
98 99
100
101
99 100
101
99 100
98 99
100
101
99 100
8241 ADOREE ST
6260-008-014
8222 BORSON ST
6260-008-002
12749 DOWNEY AVE
6260-008-015
12743 DOWNEY AVE
6260-008-016
12737 DOWNEY AVE
6260-008-017
12733 DOWNEY AVE
6260-008-018 12727 DOWNEY AVE6260-008-01912738 GURLEY AVE 6260-008-001
+2700+10 00 +11 00 +12 00
+21 60
xx xxxx xxxxxxxxxxxxxxxx xx xx xxxxxxxxxx
C INTERSECTION
26+94.53 ADOREE ST
10+00.00 GURLEY-DOWNEY ALLEY=
L
C INTERSECTION
26+80.04 ADOREE ST
21+59.77 GNEISS-DOWNEY ALLEY=(10')(10')1 SIGN
POST
1 WALL
1 GATE
1 CONC
1 WALL
1 WALL
1 GATE
1 CONC
1 WALL
1 WALL
1 POSTS
1 GATE
1 WALL
1 WALL
1 CONC
1 GATE
1 WALL
1 CONC
1 GATE
WALL
1 FENCE
1 WALL
1 GATE
1 WALL
1 PP
1 GATE
1 WALL
1 WALL
1 CONC
1 WALL
1 GATE
1 WALL
1 3'3'13
19 V-GUTTER 2
2 98.81 LG
98.73 FL
98.81 LG
10+50
98.81 FL
10+80
98.94 FL
11+00
99.03 FL
11+50
99.26 FL
12+00
99.36 FL
12+50
99.45 FL
L
98.84 TC/FL
98.93 FS
98.92 FS
(98.83 FS)
JOIN EX
(98.80 FS)
JOIN EX
(98.62 TC)
(97.74 FL)
JOIN EX
14 98.65 FS
(99.07 TC)
(98.41 FL)
JOIN EX
99.15 FS
99.07 TC/FL
(99.30 FS)
JOIN EX
(99.25 FS)
JOIN EX1.5%3.9%4.5%
2'
65 4
7 7 (98.91 FS)(99.08 FS)(99.30 FS)(99.60 FS)(99.71 FS)(99.92 FS)EX & PROP FS @ W'LY JOIN (99.15 FS)(99.36 FS)(99.59 FS)(99.55 FS)(99.60 FS)(99.74 FS)EX & PROP FS @ E'LY JOIN(98.89 FS)(99.04 FS)(99.32 FS)(99.51 FS)(99.61 FS)(99.76 FS)98.81 FL99.03 FL99.36 FL99.45 FL(99.26 FS)EX FS @ PROPOSED
V-GUTTER FL
PROPOSED
V-GUTTER FL
+0.42%
+0.46%
+0.19%STA 10+30.25GB; 98.73 FLSTA 10+80.00GB; 98.94 FLSTA 11+50.00GB; 99.26 FL
CIP NO. 24-03
ALLEYS 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 PAVEMENT.)
PROTECT IN PLACE.
EXISTING CONCRETE
PROPOSED CONCRETE IMPROVEMENTS
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 BOX TO GRADE.
7 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT ACCESS
RAMP WITH TRUNCATED DOME PER SPPWC STD PLAN NO. 111-5,
(CASE D, TYPE 2).
EXISTING BLOCK WALL
GENERAL NOTES:
1.CONTRACTOR SHALL REMOVE ALL AC, PCC, OR ANY
OTHER MATERIAL INTERFERING WITH NEW PAVEMENT
2.EXISTING JAGGED-EDGE CONCRETE TO JOIN NEW AC
SHALL BE SAWCUT STRAIGHT PRIOR TO PAVING.
3.DAMAGED OR BROKEN METER BOXES SHALL BE
REPLACED BY OWNER.
8 9
10 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
SIDEWALK PER SPPWC STD PLAN NO. 122-2.
NEW AC PAVEMENT
LEGEND
NEW TRUNCATED DOMES
15 ADJUST METER BOX 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 VALLEY GUTTER AND UNDERLYING SUBGRADE AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON SHEET 3.
EXISTING FENCE / GATExx
EXISTING RIGHT OF WAY
SAWCUT AND INSTALL CAST-IN-PLACE TRUNCATED DOME.
REMOVE EXISTING CONCRETE IMPROVEMENTS AND CONSTRUCT 4"
PCC PAD OVER 4" CMB PER ELEVATIONS ON PLAN.
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160
KREUZER CONSULTING GROUP
16 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
PAVEMENT AT DRIVEWAY LOCATION.
17 REMOVE AND DISPOSE EXISTING TREE STUMP.
18 GRIND/PRUNE EXISTING TREE ROOTS TO 6" (MIN) BELOW
PROPOSED AC PAVEMENT FINISHED SURFACE
PRELIMINARY
PROFILE
SCALE
19 REMOVE EXISTING ALLEY PAVEMENT, BASE, AND/OR SUBGRADE
MATERIAL AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON
SHEET 3.
GURLEY-DOWNEY ALLEY FROM STA 12+50 TO STA 15+00MATCH LINE STA 15+00 SEE SHEET 913+00 13+50 14+00 14+50 15+0012+50 MATCH LINE STA 12+50 SEE SHEET 712+50 MATCH LINE ~ SEE SHEET 715+00 MATCH LINE ~ SEE SHEET 9GURLEY-DOWNEY ALLEY 101
99 100
101
99 100
101
99 100
101
99 100
101
99 100
101
99 100
12738 GURLEY AVE
6260-008-001
12732 GURLEY AVE
6260-007-013
12726 GURLEY AVE
6260-007-012
12720 GURLEY AVE
6260-007-011
12727 DOWNEY AVE
6260-008-019
12721 DOWNEY AVE
6260-007-014
12715 DOWNEY AVE
6260-007-015
12709 DOWNEY AVE
6260-007-016
12703
DOWNEY AVE
6260-007-017
12714 GURLEY AVE
6260-007-010
+13 00 +14 00 +15
xxxx xxxxxx xx xxxxxxxxxxxx
xx(10')(10')1
GATE
1 CONC
1 WALL
1 CONC
1 GATE 1
WALL
1 CONC
1 WALL
1 CONC
1 GATE
1 WALL
1 WALL
1 CONC
1 GATE 1
WALL
1 WALL
1 CONC
1 GATE 1
WALL
1 FENCE
WALL
1 PP
1 CONC
1 WALL
1 GATE
1 WALL
1 CONC
1 GATE
1 WALL
1 WALL
1 CONC
1 GATE
1 WALL
1 CONC
1 GATE
1 WALL
1 PP
1 WALL
1 GATE
1 WALL
1 CONC
1 WALL
1 3'3'13
19 V-GUTTER2
2 12+50
99.45 FL
13+00
99.55 FL
13+50
99.65 FL
14+00
99.74 FL
14+50
99.84 FL
15+00
99.94 FL(99.90 FS)(99.95 FS)(99.98 FS)(100.12 FS)(100.07 FS)(99.92 FS)EX & PROP FS @ W'LY JOIN (99.92 FS)(99.96 FS)(99.99 FS)(100.18 FS)(100.16 FS)(99.74 FS)EX & PROP FS @ E'LY JOIN(99.83 FS)(99.89 FS)(99.96 FS)(100.02 FS)(100.04 FS)(99.76 FS)99.45 FL99.55 FL99.65 FL99.74 FL99.84 FL99.94 FLEX FS @ PROPOSED
V-GUTTER FL
PROPOSED
V-GUTTER FL
+0.19%
CIP NO. 24-03
ALLEYS 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 PAVEMENT.)
PROTECT IN PLACE.
EXISTING CONCRETE
PROPOSED CONCRETE IMPROVEMENTS
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 BOX TO GRADE.
7 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT ACCESS
RAMP WITH TRUNCATED DOME PER SPPWC STD PLAN NO. 111-5,
(CASE D, TYPE 2).
EXISTING BLOCK WALL
GENERAL NOTES:
1.CONTRACTOR SHALL REMOVE ALL AC, PCC, OR ANY
OTHER MATERIAL INTERFERING WITH NEW PAVEMENT
2.EXISTING JAGGED-EDGE CONCRETE TO JOIN NEW AC
SHALL BE SAWCUT STRAIGHT PRIOR TO PAVING.
3.DAMAGED OR BROKEN METER BOXES SHALL BE
REPLACED BY OWNER.
8 9
10 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
SIDEWALK PER SPPWC STD PLAN NO. 122-2.
NEW AC PAVEMENT
LEGEND
NEW TRUNCATED DOMES
15 ADJUST METER BOX 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 VALLEY GUTTER AND UNDERLYING SUBGRADE AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON SHEET 3.
EXISTING FENCE / GATExx
EXISTING RIGHT OF WAY
SAWCUT AND INSTALL CAST-IN-PLACE TRUNCATED DOME.
REMOVE EXISTING CONCRETE IMPROVEMENTS AND CONSTRUCT 4"
PCC PAD OVER 4" CMB PER ELEVATIONS ON PLAN.
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160
KREUZER CONSULTING GROUP
16 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
PAVEMENT AT DRIVEWAY LOCATION.
17 REMOVE AND DISPOSE EXISTING TREE STUMP.
18 GRIND/PRUNE EXISTING TREE ROOTS TO 6" (MIN) BELOW
PROPOSED AC PAVEMENT FINISHED SURFACE
PRELIMINARY
PROFILE
SCALE
19 REMOVE EXISTING ALLEY PAVEMENT, BASE, AND/OR SUBGRADE
MATERIAL AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON
SHEET 3.
GURLEY-DOWNEY ALLEY FROM STA 15+00 TO STA 17+50MATCH LINE STA 17+50 SEE SHEET 1015+00 15+50 16+00 16+50 17+00 17+50 MATCH LINE STA 15+00 SEE SHEET 815+00 MATCH LINE ~ SEE SHEET 817+50 MATCH LINE ~ SEE SHEET 10GURLEY-DOWNEY ALLEY 101
99 100
101
99 100
101
102
100
101
102
100
101
99 100
101
102
100
12714 GURLEY AVE
6260-007-010
12708 GURLEY AVE
6260-007-009
12702 GURLEY AVE
6260-007-008
12638 GURLEY AVE
6260-007-007
12703 DOWNEY AVE
6260-007-017
12657 DOWNEY AVE
6260-007-018
12651 DOWNEY AVE
6260-007-019
12645 DOWNEY AVE
6260-007-020
12639 DOWNEY AVE
6260-007-021
12632 GURLEY AVE
6260-007-006
+00 +16 00 +17 00
xx xx xx xx
xx
xx
x
xxxxxxxxx xxxxxxxxx
x
xxxxxxxx(10')(10')1
WALL
1 CONC
1 GATE
1 WALL
1 CONC
1 FENCE 1
CONC
1 GATE
1 WALL
1 WALL
1 GATE
1 WALL
1 CONC
1 GATE
1 WALL
1 WALL
1 CONC
1 GATE
1 WALL
1 WALL
WALL
1 GATE
1 WALL
1 GATE
1 WALL
1 PP
1 WALL
1 GATE
1 CONC
1 GATE
1 WALL
1 WALL
1 GATE
1 GATE
1 WALL
1 WALL
1 WALL
1 WALL
1 PP
1 WALL
1 CONC
1 GATE
1 WALL
1 3'3'13
19 V-GUTTER
2 2
15+00
99.94 FL
15+50
100.04 FL
16+00
100.13 FL
16+50
100.23 FL
17+00
100.33 FL
17+50
100.42 FL(100.28 FS)(100.41 FS)(100.33 FS)(100.65 FS)(100.72 FS)(100.07 FS)EX & PROP FS @ W'LY JOIN (100.32 FS)(100.43 FS)(100.48 FS)(100.63 FS)(100.64 FS)(100.16 FS)EX & PROP FS @ E'LY JOIN(100.28 FS)(100.29 FS)(100.28 FS)(100.46 FS)(100.52 FS)(100.04 FS)99.94 FL100.04 FL100.13 FL100.23 FL100.33 FL100.42 FLEX FS @ PROPOSED
V-GUTTER FL
PROPOSED
V-GUTTER FL
+0.19%
CIP NO. 24-03
ALLEYS 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 PAVEMENT.)
PROTECT IN PLACE.
EXISTING CONCRETE
PROPOSED CONCRETE IMPROVEMENTS
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 BOX TO GRADE.
7 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT ACCESS
RAMP WITH TRUNCATED DOME PER SPPWC STD PLAN NO. 111-5,
(CASE D, TYPE 2).
EXISTING BLOCK WALL
GENERAL NOTES:
1.CONTRACTOR SHALL REMOVE ALL AC, PCC, OR ANY
OTHER MATERIAL INTERFERING WITH NEW PAVEMENT
2.EXISTING JAGGED-EDGE CONCRETE TO JOIN NEW AC
SHALL BE SAWCUT STRAIGHT PRIOR TO PAVING.
3.DAMAGED OR BROKEN METER BOXES SHALL BE
REPLACED BY OWNER.
8 9
10 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
SIDEWALK PER SPPWC STD PLAN NO. 122-2.
NEW AC PAVEMENT
LEGEND
NEW TRUNCATED DOMES
15 ADJUST METER BOX 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 VALLEY GUTTER AND UNDERLYING SUBGRADE AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON SHEET 3.
EXISTING FENCE / GATExx
EXISTING RIGHT OF WAY
SAWCUT AND INSTALL CAST-IN-PLACE TRUNCATED DOME.
REMOVE EXISTING CONCRETE IMPROVEMENTS AND CONSTRUCT 4"
PCC PAD OVER 4" CMB PER ELEVATIONS ON PLAN.
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160
KREUZER CONSULTING GROUP
16 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
PAVEMENT AT DRIVEWAY LOCATION.
17 REMOVE AND DISPOSE EXISTING TREE STUMP.
18 GRIND/PRUNE EXISTING TREE ROOTS TO 6" (MIN) BELOW
PROPOSED AC PAVEMENT FINISHED SURFACE
PRELIMINARY
PROFILE
SCALE
19 REMOVE EXISTING ALLEY PAVEMENT, BASE, AND/OR SUBGRADE
MATERIAL AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON
SHEET 3.
GURLEY-DOWNEY ALLEY FROM STA 17+50 TO STA 19+50MATCH LINE STA 19+50 SEE SHEET 1117+50 18+00 18+50 19+00 19+50 MATCH LINE STA 17+50 SEE SHEET 917+50 MATCH LINE ~ SEE SHEET 919+50 MATCH LINE ~ SEE SHEET 11GURLEY-DOWNEY ALLEY 101
99 100
101
99 100
101
102
100
101
102
100
101
99 100
101
102
100
12626 GURLEY AVE
6260-007-005
12620 GURLEY AVE
6260-007-004
12614 GURLEY AVE
6260-007-003
12633 DOWNEY AVE
6260-007-022
12627 DOWNEY AVE
6260-007-023
12621 DOWNEY AVE
6260-007-024
12639 DOWNEY AVE
6260-007-021
12632 GURLEY AVE
6260-007-006
+18 00 +19 00
xxxxxx xx xx xx
xxxxxxxxxxxxxx xx xx xx xxxx
xxxxxx(10')(10')1
GATE 1
WALL
1 WALL
1 GATE
1 WALL
1 GATE
1 WALL
1 FENCE
1 CONC
1 GATE
1 WALL
1 WALL
1 GATE
1 WALL
1 GATE 1
CONC
1 WALL
WALL
1 WALL
1 GATE
1 WALL
1 PP
1 WALL
1 CONC
1 FENCE
1 WALL
1 WALL
1 GATE
1 WALL
1 FENCE
1 3'3'19
V-GUTTER
2 2
17+50
100.42 FL
18+00
100.52 FL
18+50
100.62 FL
19+00
100.71 FL
19+50
100.81 FL(100.54 FS)(100.73 FS)(101.03 FS)(101.05 FS)(100.72 FS)EX & PROP FS @ W'LY JOIN (100.65 FS)(100.88 FS)(101.11 FS)(101.01 FS)(100.64 FS)EX & PROP FS @ E'LY JOIN(100.52 FS)(100.68 FS)(100.86 FS)(100.92 FS)(100.52 FS)100.42 FL100.52 FL100.62 FL100.71 FLEX FS @ PROPOSED
V-GUTTER FL
PROPOSED
V-GUTTER FL
+0.19%STA 19+50.00GB; 100.81 FL
CIP NO. 24-03
ALLEYS 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 PAVEMENT.)
PROTECT IN PLACE.
EXISTING CONCRETE
PROPOSED CONCRETE IMPROVEMENTS
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 BOX TO GRADE.
7 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT ACCESS
RAMP WITH TRUNCATED DOME PER SPPWC STD PLAN NO. 111-5,
(CASE D, TYPE 2).
EXISTING BLOCK WALL
GENERAL NOTES:
1.CONTRACTOR SHALL REMOVE ALL AC, PCC, OR ANY
OTHER MATERIAL INTERFERING WITH NEW PAVEMENT
2.EXISTING JAGGED-EDGE CONCRETE TO JOIN NEW AC
SHALL BE SAWCUT STRAIGHT PRIOR TO PAVING.
3.DAMAGED OR BROKEN METER BOXES SHALL BE
REPLACED BY OWNER.
8 9
10 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
SIDEWALK PER SPPWC STD PLAN NO. 122-2.
NEW AC PAVEMENT
LEGEND
NEW TRUNCATED DOMES
15 ADJUST METER BOX 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 VALLEY GUTTER AND UNDERLYING SUBGRADE AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON SHEET 3.
EXISTING FENCE / GATExx
EXISTING RIGHT OF WAY
SAWCUT AND INSTALL CAST-IN-PLACE TRUNCATED DOME.
REMOVE EXISTING CONCRETE IMPROVEMENTS AND CONSTRUCT 4"
PCC PAD OVER 4" CMB PER ELEVATIONS ON PLAN.
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160
KREUZER CONSULTING GROUP
16 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
PAVEMENT AT DRIVEWAY LOCATION.
17 REMOVE AND DISPOSE EXISTING TREE STUMP.
18 GRIND/PRUNE EXISTING TREE ROOTS TO 6" (MIN) BELOW
PROPOSED AC PAVEMENT FINISHED SURFACE
PRELIMINARY
PROFILE
SCALE
19 REMOVE EXISTING ALLEY PAVEMENT, BASE, AND/OR SUBGRADE
MATERIAL AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON
SHEET 3.
GURLEY-DOWNEY ALLEY FROM STA 19+50 TO IMPERIAL HIGHWAY
19+50 20+00 20+50 21+00 21+50
MATCH LINE STA 19+50 SEE SHEET 1019+50 MATCH LINE ~ SEE SHEET 10GURLEY-DOWNEY ALLEY IMPERIAL HWY 101
102
100
101
102
100
101
102
100
101
102
100
101
102
100
101
102
100
12608 GURLEY AVE
6260-007-002
12602 GURLEY AVE
6260-007-001
12615 DOWNEY AVE
6260-007-025
12603 DOWNEY AVE
6260-007-02612614 GURLEY AVE6260-007-00312621 DOWNEY AVE6260-007-024+20 00 +21 00 +21 60 xx
xxxxxxxxxxxxxxxxC INTERSECTION
28+50.00 IMPERIAL HWY
21+59.73 GURLEY-DOWNEY ALLEY=
L
(10')(10')1
WALL 1
CONC
1 CONC
1 FENCE
1 FENCE 1
WALL
1 WALL
1 CONC
1 GATE
1 WALL
1 WALL1
CONC
WALL
1 PP
1 WALL
1 WALL
1 PP
1 SIGN
POST
1 GUY
WIRE
1 CONC
1 GATE
1 WALL
1 WALL
1 3'3'13
13 19
V-GUTTER
2 2
100.65 FL
100.73 LG
100.73 LG
19+50
100.81 FL
20+00 HP
101.04 FL
20+50
100.92 FL
(100.93 FS)
JOIN EX
(100.92 TC/FL)
JOIN EX
(101.12 TC)
(100.43 FL)
JOIN EX
(100.76 FS)
JOIN EX
(100.72 TC/FL)
JOIN EX
(100.87 TC)
(100.32 FL)
JOIN EX
0.3%2.2%4.8%
100.61 FS
2'
5 6
4(101.18 FS)(101.22 FS)(101.05 FS)EX & PROP FS @ W'LY JOIN (100.76 FS)(101.22 FS)(101.35 FS)(101.01 FS)EX & PROP FS @ E'LY JOIN (100.93 FS)(101.08 FS)(101.10 FS)(100.92 FS)(100.84 FS)EX FS @ PROPOSED
V-GUTTER FL
PROPOSED
V-GUTTER FL
+0.46%-0.24%-0.95%STA 19+50.00GB; 100.81 FLSTA 20+00.00 HPGB; 101.04 FLSTA 20+50.00GB; 100.92 FLSTA 20+78.32GB; 100.65 FL
CIP NO. 24-03
ALLEYS 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 PAVEMENT.)
PROTECT IN PLACE.
EXISTING CONCRETE
PROPOSED CONCRETE IMPROVEMENTS
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 BOX TO GRADE.
7 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT ACCESS
RAMP WITH TRUNCATED DOME PER SPPWC STD PLAN NO. 111-5,
(CASE D, TYPE 2).
EXISTING BLOCK WALL
GENERAL NOTES:
1.CONTRACTOR SHALL REMOVE ALL AC, PCC, OR ANY
OTHER MATERIAL INTERFERING WITH NEW PAVEMENT
2.EXISTING JAGGED-EDGE CONCRETE TO JOIN NEW AC
SHALL BE SAWCUT STRAIGHT PRIOR TO PAVING.
3.DAMAGED OR BROKEN METER BOXES SHALL BE
REPLACED BY OWNER.
8 9
10 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
SIDEWALK PER SPPWC STD PLAN NO. 122-2.
NEW AC PAVEMENT
LEGEND
NEW TRUNCATED DOMES
15 ADJUST METER BOX 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 VALLEY GUTTER AND UNDERLYING SUBGRADE AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON SHEET 3.
EXISTING FENCE / GATExx
EXISTING RIGHT OF WAY
SAWCUT AND INSTALL CAST-IN-PLACE TRUNCATED DOME.
REMOVE EXISTING CONCRETE IMPROVEMENTS AND CONSTRUCT 4"
PCC PAD OVER 4" CMB PER ELEVATIONS ON PLAN.
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160
KREUZER CONSULTING GROUP
16 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
PAVEMENT AT DRIVEWAY LOCATION.
17 REMOVE AND DISPOSE EXISTING TREE STUMP.
18 GRIND/PRUNE EXISTING TREE ROOTS TO 6" (MIN) BELOW
PROPOSED AC PAVEMENT FINISHED SURFACE
PRELIMINARY
PROFILE
SCALE
19 REMOVE EXISTING ALLEY PAVEMENT, BASE, AND/OR SUBGRADE
MATERIAL AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON
SHEET 3.
DOWNEY-GLYNN ALLEY FROM COMOLETTE STREET TO STA 12+00
10+00 10+50 11+00 11+50 12+00 12+00 MATCH LINE ~ SEE SHEET 13DOWNEY-GLYNN ALLEYCOMOLETTE ST MATCH LINE STA 12+00 SEE SHEET 1397
98 99
98 99
100
97 98
99 98
99 100
98 99
100
97 98
99 8309 COMOLETTE ST
6263-039-009
12829 GLYNN AVE
6263-039-001
12820 DOWNEY AVE
6263-039-010
12814 DOWNEY AVE
6263-039-011
12825 GLYNN AVE
6263-039-002
12819 GLYNN AVE
6263-039-003
12808 DOWNEY AVE
6263-039-012
12815 GLYNN AVE
6263-039-004+3000+10 00 +11 00 +12
xx xx xx
xxxx
xxxxxxxxxxxxxx xx
xxxx
10+00.00 DOWNEY-GLYNN ALLEY=
C INTERSECTION
30+35.01 COMOLETTE ST
L
(10')(10')1
FENCE
1 SIGN
POST
1 GUY
WIRE
1 WALL
1 PP
1 WALL
1 WALL
1 WALL
1 WALL
1 WALL
1 CONC
1 WALL
1 WALL
1 GATE
1 WALL
WALL
1 GATE
1 WALL
1 GATE
1 CONC
1 WALL
1 WALL
1 CONC
1 FENCE
1 FENCE
1 WALL
1 19
V-GUTTER
2 2
3'3'98.00 FL
98.08 LG
98.08 LG
10+50
98.06 FL
10+70
98.14 FL
11+00
98.25 FL
11+50
98.68 FL
12+00
99.23 FL
(97.96 TC)
(97.22 FL)
JOIN EX
(98.05 TC)
(97.41 FL)
JOIN EX
(98.14 FS)
JOIN EX
(98.21 FS)
JOIN EX
5.5%0.7%1.5%2'
65 4 (98.14 FS)(98.23 FS)(98.39 FS)(98.92 FS)(99.37 FS)EX & PROP FS @ W'LY JOIN (98.21 FS)(98.26 FS)(98.49 FS)(98.88 FS)(99.50 FS)EX & PROP FS @ E'LY JOIN(98.12 FS)(98.02 FS)(98.24 FS)(98.77 FS)(99.39 FS)(98.13 FS)EX FS @ PROPOSED
V-GUTTER FL
PROPOSED
V-GUTTER FL
+0.27%+0.40%+0.37%
+0.86%
+1.10%STA 10+27.37GB; 98.00 FLSTA 10+50.00GB; 98.06 FLSTA 10+70.00GB; 98.14 FLSTA 11+00.00GB; 98.25 FLSTA 11+50.00GB; 98.68 FLSTA 12+00.00GB; 99.23 FL
CIP NO. 24-03
ALLEYS 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 PAVEMENT.)
PROTECT IN PLACE.
EXISTING CONCRETE
PROPOSED CONCRETE IMPROVEMENTS
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 BOX TO GRADE.
7 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT ACCESS
RAMP WITH TRUNCATED DOME PER SPPWC STD PLAN NO. 111-5,
(CASE D, TYPE 2).
EXISTING BLOCK WALL
GENERAL NOTES:
1.CONTRACTOR SHALL REMOVE ALL AC, PCC, OR ANY
OTHER MATERIAL INTERFERING WITH NEW PAVEMENT
2.EXISTING JAGGED-EDGE CONCRETE TO JOIN NEW AC
SHALL BE SAWCUT STRAIGHT PRIOR TO PAVING.
3.DAMAGED OR BROKEN METER BOXES SHALL BE
REPLACED BY OWNER.
8 9
10 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
SIDEWALK PER SPPWC STD PLAN NO. 122-2.
NEW AC PAVEMENT
LEGEND
NEW TRUNCATED DOMES
15 ADJUST METER BOX 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 VALLEY GUTTER AND UNDERLYING SUBGRADE AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON SHEET 3.
EXISTING FENCE / GATExx
EXISTING RIGHT OF WAY
SAWCUT AND INSTALL CAST-IN-PLACE TRUNCATED DOME.
REMOVE EXISTING CONCRETE IMPROVEMENTS AND CONSTRUCT 4"
PCC PAD OVER 4" CMB PER ELEVATIONS ON PLAN.
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160
KREUZER CONSULTING GROUP
16 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
PAVEMENT AT DRIVEWAY LOCATION.
17 REMOVE AND DISPOSE EXISTING TREE STUMP.
18 GRIND/PRUNE EXISTING TREE ROOTS TO 6" (MIN) BELOW
PROPOSED AC PAVEMENT FINISHED SURFACE
PRELIMINARY
PROFILE
SCALE
19 REMOVE EXISTING ALLEY PAVEMENT, BASE, AND/OR SUBGRADE
MATERIAL AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON
SHEET 3.MATCH LINE STA 14+00 SEE SHEET 1412+00 12+50 13+00 13+50 14+00 MATCH LINE STA 12+00 SEE SHEET 1212+00 MATCH LINE ~ SEE SHEET 1214+00 MATCH LINE ~ SEE SHEET 14DOWNEY-GLYNN ALLEY FROM STA 12+00 TO STA 14+00
DOWNEY-GLYNN ALLEY
100
101
102
98 99
100
98 99
100 100
101
102
98 99
100 100
101
102
12804 DOWNEY AVE
6263-039-013
12802 DOWNEY AVE
6263-039-014
12752 DOWNEY AVE
6263-039-015
12809 GLYNN AVE
6263-039-005
12803 GLYNN AVE
6263-039-006
12755 GLYNN AVE
6263-039-007
12808 DOWNEY AVE
6263-039-012
12815 GLYNN AVE
6263-039-004
12751 GLYNN AVE
6263-039-019
12746 DOWNEY AVE
6263-039-016
+00 +13 00 +14
xx xx xx xx
xxxxxxxxxxxxxxxxxxxxxxxxxx xx
xx
xx xxxx(10')(10')1
WALL
1 CONC
1 WALL
1 PP
1 WALL 1
GATE
1 WALL
1 CONC
1 WALL
1 WALL
1 WALL
1 WALL
1 PP
1 WALL
1 CONC
1 GATE
1 PP
1 WALL
1 GATE
1 GATE
FENCE
1 WALL
1 CONC
1 GATE
1 WALL
1 CONC
1 WALL
1 FENCE
1 CONC
1 WALL
1 GATE
1 FENCE
1 WALL
1 WALL
1 CONC
1 19
V-GUTTER
2 2
3'3'12+00
99.23 FL
12+50
99.55 FL
13+00
100.00 FL
13+50
100.48 FL
14+00
100.70 FL(99.76 FS)(100.16 FS)(100.65 FS)(100.87 FS)(99.37 FS)EX & PROP FS @ W'LY JOIN (99.80 FS)(100.34 FS)(100.75 FS)(101.00 FS)(99.50 FS)EX & PROP FS @ E'LY JOIN(99.66 FS)(100.09 FS)(100.45 FS)(100.77 FS)(99.39 FS)EX FS @ PROPOSED
V-GUTTER FL
PROPOSED
V-GUTTER FL
+0.64%
+0.90%
+0.96%
+0.44%STA 12+00.00GB; 99.23 FLSTA 12+50.00GB; 99.55 FLSTA 13+00.00GB; 100.00 FLSTA 13+50.00GB; 100.48 FLSTA 14+00.00GB; 100.70 FL
CIP NO. 24-03
ALLEYS 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 PAVEMENT.)
PROTECT IN PLACE.
EXISTING CONCRETE
PROPOSED CONCRETE IMPROVEMENTS
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 BOX TO GRADE.
7 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT ACCESS
RAMP WITH TRUNCATED DOME PER SPPWC STD PLAN NO. 111-5,
(CASE D, TYPE 2).
EXISTING BLOCK WALL
GENERAL NOTES:
1.CONTRACTOR SHALL REMOVE ALL AC, PCC, OR ANY
OTHER MATERIAL INTERFERING WITH NEW PAVEMENT
2.EXISTING JAGGED-EDGE CONCRETE TO JOIN NEW AC
SHALL BE SAWCUT STRAIGHT PRIOR TO PAVING.
3.DAMAGED OR BROKEN METER BOXES SHALL BE
REPLACED BY OWNER.
8 9
10 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
SIDEWALK PER SPPWC STD PLAN NO. 122-2.
NEW AC PAVEMENT
LEGEND
NEW TRUNCATED DOMES
15 ADJUST METER BOX 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 VALLEY GUTTER AND UNDERLYING SUBGRADE AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON SHEET 3.
EXISTING FENCE / GATExx
EXISTING RIGHT OF WAY
SAWCUT AND INSTALL CAST-IN-PLACE TRUNCATED DOME.
REMOVE EXISTING CONCRETE IMPROVEMENTS AND CONSTRUCT 4"
PCC PAD OVER 4" CMB PER ELEVATIONS ON PLAN.
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160
KREUZER CONSULTING GROUP
16 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
PAVEMENT AT DRIVEWAY LOCATION.
17 REMOVE AND DISPOSE EXISTING TREE STUMP.
18 GRIND/PRUNE EXISTING TREE ROOTS TO 6" (MIN) BELOW
PROPOSED AC PAVEMENT FINISHED SURFACE
PRELIMINARY
PROFILE
SCALE
19 REMOVE EXISTING ALLEY PAVEMENT, BASE, AND/OR SUBGRADE
MATERIAL AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON
SHEET 3.
14+00 14+50 15+00
MATCH LINE STA 14+00 SEE SHEET 1314+00 MATCH LINE ~ SEE SHEET 13DOWNEY-GLYNN ALLEY FROM STA 14+00 TO STA 15+28 15+50
DOWNEY-GLYNN ALLEY
100
101
102
100
101
102
101
102
103
101
102
103
100
101
102
101
102
103
12744 DOWNEY AVE
6263-039-017
12736 DOWNEY AVE
6263-039-018
12732 DOWNEY AVE
6263-040-021
12735 DOWNEY AVE
6263-040-012
12745 GLYNN AVE
6263-039-020
12739 GLYNN AVE
6263-039-008
12751 GLYNN AVE
6263-039-019
12746 DOWNEY AVE
6263-039-016
+00 +15 00 +15 28
xxxx
xx xx xx xx
xxxxxxxxxx
xx
(10')(10')1
WALL
1 WALL
1 GATE
1 CONC
1 CONC
1 WALL
1 GATE
1 WALL
1 WALL
1 GATE
WALL
1 CONC
1 WALL
1 WALL
1 CONC
1 WALL
1 CONC
1 CONC
1 WALL
1 WALL
1 19
V-GUTTER 2
2 3'3'14+00
100.70 FL
14+50
101.16 FL
15+00
101.63 FL
(101.99 FS)
(102.00 FS)
(102.03 FS)
(102.25 FS)
(102.21 FS)
(102.51 FS)
(102.53 FS)
(101.84 FS)(101.99 FS)(101.39 FS)(101.83 FS)(100.87 FS)EX & PROP FS @ W'LY JOIN (102.53 FS)(101.47 FS)(101.97 FS)(101.00 FS)EX & PROP FS @ E'LY JOIN (102.00 FS)(101.21 FS)(101.75 FS)(100.77 FS)101.16 FLEX FS @ PROPOSED
V-GUTTER FL
PROPOSED
V-GUTTER FL
+0.93%
+1.26%STA 14+00.00GB; 100.70 FLSTA 15+00.00GB; 101.63 FLSTA 15+27.75GB; 101.98 FL
CIP NO. 24-03
ALLEYS 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 PAVEMENT.)
PROTECT IN PLACE.
EXISTING CONCRETE
PROPOSED CONCRETE IMPROVEMENTS
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 BOX TO GRADE.
7 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT ACCESS
RAMP WITH TRUNCATED DOME PER SPPWC STD PLAN NO. 111-5,
(CASE D, TYPE 2).
EXISTING BLOCK WALL
GENERAL NOTES:
1.CONTRACTOR SHALL REMOVE ALL AC, PCC, OR ANY
OTHER MATERIAL INTERFERING WITH NEW PAVEMENT
2.EXISTING JAGGED-EDGE CONCRETE TO JOIN NEW AC
SHALL BE SAWCUT STRAIGHT PRIOR TO PAVING.
3.DAMAGED OR BROKEN METER BOXES SHALL BE
REPLACED BY OWNER.
8 9
10 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
SIDEWALK PER SPPWC STD PLAN NO. 122-2.
NEW AC PAVEMENT
LEGEND
NEW TRUNCATED DOMES
15 ADJUST METER BOX 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 VALLEY GUTTER AND UNDERLYING SUBGRADE AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON SHEET 3.
EXISTING FENCE / GATExx
EXISTING RIGHT OF WAY
SAWCUT AND INSTALL CAST-IN-PLACE TRUNCATED DOME.
REMOVE EXISTING CONCRETE IMPROVEMENTS AND CONSTRUCT 4"
PCC PAD OVER 4" CMB PER ELEVATIONS ON PLAN.
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160
KREUZER CONSULTING GROUP
16 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
PAVEMENT AT DRIVEWAY LOCATION.
17 REMOVE AND DISPOSE EXISTING TREE STUMP.
18 GRIND/PRUNE EXISTING TREE ROOTS TO 6" (MIN) BELOW
PROPOSED AC PAVEMENT FINISHED SURFACE
PRELIMINARY
19 REMOVE EXISTING ALLEY PAVEMENT, BASE, AND/OR SUBGRADE
MATERIAL AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON
SHEET 3.
PARAMOUNT-BROCK ALLEY FROM GARDENDALE STREET TO STA 15+00MATCH LINE STA 12+50 SEE BELOW LEFT MATCH LINE STA 15+00 SEE SHEET 16PARAMOUNT-BROCK ALLEY
PARAMOUNT-BROCK ALLEY
MATCH LINE STA 12+50 SEE ABOVE RIGHT MATCH LINE STA 10+50 SEE S H
E
E
T
2 2
MATCH LINE STA 10+50 SEE SHEET 26
GARDENDALE ST
PRISCILLA ST
13028 PARAMOUNT BLVD
6260-001-078
8012 PRISCILLA ST
6260-001-059
8015 GARDENDALE ST6260-001-0428015 GARDENDALE ST
6260-001-042
8012 PRISCILLA ST6260-001-059+1200+10 00 +11 00 +12 00
+1000+1200+10 00 +11 00 +12 00
+1000xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxC INTERSECTION 11+60.19 GARDENDALE ST
10+00.00 PARAMOUNT-BROCK ALLEY=
L
C INTERSECTIONL
10+00.00 PRISCILLA-GARDENDALE ALLEY
11+40.18 PARAMOUNT-BROCK ALLEY=(10')(10')(10')(10')
1 SIGN
POST
1 GUY
WIRE
1 PP
1 FENCE
1 FENCE
1 FENCE
1 CONC
1 CONC
WALL
1 WALL
1 13
1 PP
2 2
2 1
PP
2(5.0')(7.5')
1 ALLEY
APPROACH
1 V-GUTTER
1 WALL
1 V-GUTTER
13000 PARAMOUNT BLVD
6260-001-034
13006 PARAMOUNT BLVD
6260-001-079
8016 CHEYENNE AVE
6260-001-077
8013 PRISCILLA ST
6260-001-060
8012 PRISCILLA ST
6260-001-059
8013 PRISCILLA ST8016 CHEYENNE AVE6260-001-07713028 PARAMOUNT BLVD 6260-001-078
+1200+13 00 +14 00 +15
+1000+1200+13 00 +14 00 +15
+1000WMWMWMxx xx xx xx
xxxxxxxxxxxxxx xx xx
xxxxxxxxxxxxxxxx xx xx xxxxxxxxxxxxxxxxxxxx
C INTERSECTIONL
11+60.03 PRISCILLA ST
13+00.63 PARAMOUNT-BROCK ALLEY=
C INTERSECTIONL
10+00.00 CHEYENNE-PRISCILLA ALLEY
14+28.13 PARAMOUNT-BROCK ALLEY=(10')(10')(10')(10')(7.5')(7.5') WALL
1 1
CONC
2 2
(5.1')(3.8')(4.9')
1 FENCE
1 FENCE
1 PP
1 GUY
WIRE
1 WALL
1 PP 1
GATE
1 WALL
1 FENCE
CURB
1 FENCE
1 FENCE
1 1
V-GUTTER
1 WALL
1 14
13 1
V-GUTTER
1 V-GUTTER
1 SIGN
POST
15 15
2 2
2 ALLEY
APPROACH
1 ALLEY
APPROACH
1 GATE
1 WALL
CIP NO. 24-03
ALLEYS 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 PAVEMENT.)
PROTECT IN PLACE.
EXISTING CONCRETE
PROPOSED CONCRETE IMPROVEMENTS
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 BOX TO GRADE.
7 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT ACCESS
RAMP WITH TRUNCATED DOME PER SPPWC STD PLAN NO. 111-5,
(CASE D, TYPE 2).
EXISTING BLOCK WALL
GENERAL NOTES:
1.CONTRACTOR SHALL REMOVE ALL AC, PCC, OR ANY
OTHER MATERIAL INTERFERING WITH NEW PAVEMENT
2.EXISTING JAGGED-EDGE CONCRETE TO JOIN NEW AC
SHALL BE SAWCUT STRAIGHT PRIOR TO PAVING.
3.DAMAGED OR BROKEN METER BOXES SHALL BE
REPLACED BY OWNER.
8 9
10 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
SIDEWALK PER SPPWC STD PLAN NO. 122-2.
NEW AC PAVEMENT
LEGEND
NEW TRUNCATED DOMES
15 ADJUST METER BOX 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 VALLEY GUTTER AND UNDERLYING SUBGRADE AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON SHEET 3.
EXISTING FENCE / GATExx
EXISTING RIGHT OF WAY
SAWCUT AND INSTALL CAST-IN-PLACE TRUNCATED DOME.
REMOVE EXISTING CONCRETE IMPROVEMENTS AND CONSTRUCT 4"
PCC PAD OVER 4" CMB PER ELEVATIONS ON PLAN.
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160
KREUZER CONSULTING GROUP
16 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
PAVEMENT AT DRIVEWAY LOCATION.
17 REMOVE AND DISPOSE EXISTING TREE STUMP.
18 GRIND/PRUNE EXISTING TREE ROOTS TO 6" (MIN) BELOW
PROPOSED AC PAVEMENT FINISHED SURFACE
PRELIMINARY
19 REMOVE EXISTING ALLEY PAVEMENT, BASE, AND/OR SUBGRADE
MATERIAL AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON
SHEET 3.MATCH LINE STA 17+50 SEE ABOVE RIGHT MATCH LINE STA 15+00 SEE SHEET 15MATCH LINE STA 17+50 SEE BELOW LEFT MATCH LINE STA 19+50 SEE SHEET 17PARAMOUNT-BROCK ALLEY FROM STA 15+00 TO STA 19+50
PARAMOUNT-BROCK ALLEY
PARAMOUNT-BROCK ALLEY
CHEYENNE AVE
PURITAN ST
MATCH LINE STA 10+50 SEE SHEET 30
12938 PARAMOUNT BLVD
6260-006-026
12942 PARAMOUNT BLVD
6260-006-063
8014 PURITAN ST
6260-006-044
8015 CHEYENNE AVE
6260-006-029
13000 PARAMOUNT BLVD
6260-001-034
8016 CHEYENNE AVE
6260-001-077
8015 CHEYENNE AVE
6260-006-029 8014 PURITAN ST
12936 PARAMOUNT BLVD
6260-006-025
+1200+00 +16 00 +17 00
+1000+1200+00 +16 00 +17 00
+1000WMxx xx xx xx
WM xxxxxxxxxxxxxxxxxxxxxxxxxxxxxx xx xx xx
xxWMWMxxTE
L
C INTERSECTION
11+60.03 CHEYENNE AVE
15+55.63 PARAMOUNT-BROCK ALLEY=
L
C INTERSECTIONL
10+00.00 PURITAN-CHEYENNE ALLEY
17+00.63 PARAMOUNT-BROCK ALLEY=(10')(10')(10')(10')(10')(10')(4.0')(3.8')(3.8') 1 GUY
WIRE
1 FENCE
1 PP
CONC
1 WALL
1 GATE
1 WALL
1 GATE
1 WALL
1 GATE
1 WALL
1 CONC
1 1
WALL
1 GATE
1 WALL
1 WALL
1 CONC
1 PP1
GUY
WIRE
1 FENCE
1 FENCE
1 V-GUTTER
15 14
12 1
V-GUTTER
1 V-GUTTER
2 2
2 2
2 15
14 14
15 15
13 1
WALL
1 WALL
(87.71 LG)
(87.67 FL)
(87.74 LG)
88.07 FS
87.99 TC/FL
(88.10 FS)
JOIN EX
(88.21 FS)
JOIN EX
(88.06 TC)
(87.47 FL)
JOIN EX
(87.93 TC)
(87.23 FL)
JOIN EX
(87.84 FS)
JOIN EX
(87.98 FS)
JOIN EX
(87.89 FS)
JOIN EX
87.76 TC/FL
87.59 FS 1.9%3.1%8.1%2.7%2.6%4.0%
(88.05 FL)
(88.07 LG)
(88.12 LG)
88.26 FS
88.18 TC/FL
(88.53 FS)
JOIN EX
(88.44 FS)
JOIN EX
(88.26 TC)
(87.58 FL)
JOIN EX
87.97 FS
88.31 FS
88.23 TC/FL
(88.25 FS)
JOIN EX
(88.20 FS)
JOIN EX
(88.09 TC)
(87.31 FL)
JOIN EX
2'
5 6
4 7
7 7
7 2'
65 4
FH 1
1 PP
12930 PARAMOUNT BLVD
6260-006-024
8014 PURITAN ST
6260-006-044
8013 PURITAN ST
6260-006-045
12912 PARAMOUNT BLVD
6260-006-023
+1200+18 00 +19 00
+1200+18 00 +19 00
WMxxxxxxxx xx
EBxxxx xx xx xx xx xx xx xxxxxxxxxxWMC INTERSECTION
11+60.03 PURITAN ST
18+45.63 PARAMOUNT-BROCK ALLEY=
L(10')(10')(10')(10')(3.9')(3.0')FENCE
1 CONC
1 1
PP
1 FENCE
1 WALL
1 WALL 1
FENCE
1 CONC
1 CONC
1 V-GUTTER
1 V-GUTTER
2 2
2 2
15 12
15 1
ALLEY
APPROACH
1 ALLEY
APPROACH
FENCE
1 CIP NO. 24-03
ALLEYS 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 PAVEMENT.)
PROTECT IN PLACE.
EXISTING CONCRETE
PROPOSED CONCRETE IMPROVEMENTS
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 BOX TO GRADE.
7 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT ACCESS
RAMP WITH TRUNCATED DOME PER SPPWC STD PLAN NO. 111-5,
(CASE D, TYPE 2).
EXISTING BLOCK WALL
GENERAL NOTES:
1.CONTRACTOR SHALL REMOVE ALL AC, PCC, OR ANY
OTHER MATERIAL INTERFERING WITH NEW PAVEMENT
2.EXISTING JAGGED-EDGE CONCRETE TO JOIN NEW AC
SHALL BE SAWCUT STRAIGHT PRIOR TO PAVING.
3.DAMAGED OR BROKEN METER BOXES SHALL BE
REPLACED BY OWNER.
8 9
10 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
SIDEWALK PER SPPWC STD PLAN NO. 122-2.
NEW AC PAVEMENT
LEGEND
NEW TRUNCATED DOMES
15 ADJUST METER BOX 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 VALLEY GUTTER AND UNDERLYING SUBGRADE AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON SHEET 3.
EXISTING FENCE / GATExx
EXISTING RIGHT OF WAY
SAWCUT AND INSTALL CAST-IN-PLACE TRUNCATED DOME.
REMOVE EXISTING CONCRETE IMPROVEMENTS AND CONSTRUCT 4"
PCC PAD OVER 4" CMB PER ELEVATIONS ON PLAN.
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160
KREUZER CONSULTING GROUP
16 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
PAVEMENT AT DRIVEWAY LOCATION.
17 REMOVE AND DISPOSE EXISTING TREE STUMP.
18 GRIND/PRUNE EXISTING TREE ROOTS TO 6" (MIN) BELOW
PROPOSED AC PAVEMENT FINISHED SURFACE
PRELIMINARY
19 REMOVE EXISTING ALLEY PAVEMENT, BASE, AND/OR SUBGRADE
MATERIAL AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON
SHEET 3.MATCH LINE STA 22+00 SEE ABOVE RIGHT MATCH LINE STA 19+50 SEE SHEET 16MATCH LINE STA 22+00 SEE BELOW LEFT PARAMOUNT-BROCK ALLEY FROM STA 19+50 TO STA 24+50 MATCH LINE STA 10+50 SEE SHEET 33
MATCH LINE STA 10+50 SEE SHEET 36 MATCH LINE STA 24+50 SEE SHEET 18PARAMOUNT-BROCK ALLEY
PARAMOUNT-BROCK ALLEY
DEVENIR AVE
COMOLETTE ST
12900 PARAMOUNT BLVD
6260-006-022
8014 DEVENIR AVE
6260-006-053
8013 PURITAN ST
6260-006-045
12912 PARAMOUNT BLVD
6260-006-023
12848 PARAMOUNT BLVD
6260-011-065
8014 DEVENIR AVE
8013 DEVENIR AVE
6260-011-033
+1200+20 00 +21 00 +22
+1000+1200+20 00 +21 00 +22
+1000xxxxWMxxWMC INTERSECTION
10+00.00 DEVENIR-PURITAN ALLEY
19+90.63 PARAMOUNT-BROCK ALLEY=
L
C INTERSECTION
11+60.03 DEVENIR AVE
21+35.07 PARAMOUNT-BROCK ALLEY=
L(10')(10')(10')(10')(10')(10')
(5.6')(3.2')(3.9')1
CONC
1 CONC
1 PP
1 CONC
1 FENCE
1 WALL
1 PP
CONC
1 15
CONC
1 WALL
1 1
WALL
1 FENCE
1 V-GUTTER
1 V-GUTTER
1 V-GUTTER
2 2
2 2
2 14
13 15
1 ALLEY
APPROACH
1 ALLEY
APPROACH
12848 PARAMOUNT BLVD
6260-011-065
8012 COMOLETTE ST
6260-011-048
8013 DEVENIR AVE
6260-011-033
+1200+00 +23 00 +24 00
+1000+1200+00 +23 00 +24 00
+1000EBWMWM
WM
C INTERSECTION
10+00.00 COMOLETTE-DEVENIR ALLEY
22+80.07 PARAMOUNT-BROCK ALLEY=
L
C INTERSECTION
11+60.03 COMOLETTE ST
24+25.07 PARAMOUNT-BROCK ALLEY=
L(10')(10')(10')(10')
(4.2')(4.1')WALL
1 CONC
1 1
WALL
1 WALL
1 WALL
1 GUY
WIRE
1 PP
1 WALL
1 V-GUTTER
1 V-GUTTER
2 2
2 12
14 15
15 13
15 3
1 ALLEY
APPROACH
1 ALLEY
APPROACH
22+86
(91.43 FL)
JOIN EX.
23+31
91.60 LG
(91.32 FL)
23+31 HP
91.52 FL
23+31
91.60 LG
(91.39 LG)
(91.38 LG)
CIP NO. 24-03
ALLEYS 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 PAVEMENT.)
PROTECT IN PLACE.
EXISTING CONCRETE
PROPOSED CONCRETE IMPROVEMENTS
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 BOX TO GRADE.
7 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT ACCESS
RAMP WITH TRUNCATED DOME PER SPPWC STD PLAN NO. 111-5,
(CASE D, TYPE 2).
EXISTING BLOCK WALL
GENERAL NOTES:
1.CONTRACTOR SHALL REMOVE ALL AC, PCC, OR ANY
OTHER MATERIAL INTERFERING WITH NEW PAVEMENT
2.EXISTING JAGGED-EDGE CONCRETE TO JOIN NEW AC
SHALL BE SAWCUT STRAIGHT PRIOR TO PAVING.
3.DAMAGED OR BROKEN METER BOXES SHALL BE
REPLACED BY OWNER.
8 9
10 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
SIDEWALK PER SPPWC STD PLAN NO. 122-2.
NEW AC PAVEMENT
LEGEND
NEW TRUNCATED DOMES
15 ADJUST METER BOX 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 VALLEY GUTTER AND UNDERLYING SUBGRADE AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON SHEET 3.
EXISTING FENCE / GATExx
EXISTING RIGHT OF WAY
SAWCUT AND INSTALL CAST-IN-PLACE TRUNCATED DOME.
REMOVE EXISTING CONCRETE IMPROVEMENTS AND CONSTRUCT 4"
PCC PAD OVER 4" CMB PER ELEVATIONS ON PLAN.
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160
KREUZER CONSULTING GROUP
16 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
PAVEMENT AT DRIVEWAY LOCATION.
17 REMOVE AND DISPOSE EXISTING TREE STUMP.
18 GRIND/PRUNE EXISTING TREE ROOTS TO 6" (MIN) BELOW
PROPOSED AC PAVEMENT FINISHED SURFACE
PRELIMINARY
19 REMOVE EXISTING ALLEY PAVEMENT, BASE, AND/OR SUBGRADE
MATERIAL AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON
SHEET 3.MATCH LINE STA 24+50 SEE SHEET 17PARAMOUNT-BROCK ALLEY FROM STA 24+50 TO ADOREE STREET
ADOREE ST
MATCH LINE STA 10+50 SEE SHEET 39
PARAMOUNT-BROCK ALLEY
12800 PARAMOUNT BLVD
6260-011-027
12800 PARAMOUNT BLVD
6260-011-028
12800 PARAMOUNT BLVD
6260-011-029
8016 ADOREE ST
6260-011-057
8017 COMOLETTE ST
6260-011-049
+25 00 +26 00 +27
+1000+25 00 +26 00 +27
+1000WM WMWM xxxxxxxxxxxxxxxxC INTERSECTION
10+00.00 ADOREE-COMOLETTE ALLEY
25+70.07 PARAMOUNT-BROCK ALLEY=
L
(10')(10')(10')(10')(3.9')(3.7')
WALL
1 POST
1 1
PP
1 WALL
1 GUY
WIRE
1 PP1
GATE
1 WALL
1 GUY
WIRE
1 FENCE
1 WALL
1 CONC
1 WALL
1 FENCE
1 PP
1 V-GUTTER
1 V-GUTTER
2 2
2 15
14 15
14 13
12 1
ALLEY
APPROACH
CIP NO. 24-03
ALLEYS 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 PAVEMENT.)
PROTECT IN PLACE.
EXISTING CONCRETE
PROPOSED CONCRETE IMPROVEMENTS
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 BOX TO GRADE.
7 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT ACCESS
RAMP WITH TRUNCATED DOME PER SPPWC STD PLAN NO. 111-5,
(CASE D, TYPE 2).
EXISTING BLOCK WALL
GENERAL NOTES:
1.CONTRACTOR SHALL REMOVE ALL AC, PCC, OR ANY
OTHER MATERIAL INTERFERING WITH NEW PAVEMENT
2.EXISTING JAGGED-EDGE CONCRETE TO JOIN NEW AC
SHALL BE SAWCUT STRAIGHT PRIOR TO PAVING.
3.DAMAGED OR BROKEN METER BOXES SHALL BE
REPLACED BY OWNER.
8 9
10 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
SIDEWALK PER SPPWC STD PLAN NO. 122-2.
NEW AC PAVEMENT
LEGEND
NEW TRUNCATED DOMES
15 ADJUST METER BOX 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 VALLEY GUTTER AND UNDERLYING SUBGRADE AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON SHEET 3.
EXISTING FENCE / GATExx
EXISTING RIGHT OF WAY
SAWCUT AND INSTALL CAST-IN-PLACE TRUNCATED DOME.
REMOVE EXISTING CONCRETE IMPROVEMENTS AND CONSTRUCT 4"
PCC PAD OVER 4" CMB PER ELEVATIONS ON PLAN.
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160
KREUZER CONSULTING GROUP
16 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
PAVEMENT AT DRIVEWAY LOCATION.
17 REMOVE AND DISPOSE EXISTING TREE STUMP.
18 GRIND/PRUNE EXISTING TREE ROOTS TO 6" (MIN) BELOW
PROPOSED AC PAVEMENT FINISHED SURFACE
PRELIMINARY
19 REMOVE EXISTING ALLEY PAVEMENT, BASE, AND/OR SUBGRADE
MATERIAL AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON
SHEET 3.
GNEISS-DOWNEY ALLEY FROM CHEYENNE AVENUE TO STA 15+00MATCH LINE STA 12+50 SEE ABOVE RIGHT MATCH LINE STA 24+90 SEE SHEET 32 MATCH LINE STA 12+50 SEE BELOW LEFT MATCH LINE STA 15+00 SEE SHEET 20GNEISS-DOWNEY ALLEY
GNEISS-DOWNEY ALLEY
CHEYENNE AVE
PURITAN AVE
MATCH LINE STA 24+90 SEE SHEET 35
8242 DOWNEY AVE
6260-004-066
12937 DOWNEY AVE
6260-004-067
12941 DOWNEY AVE
6260-004-068
12947 DOWNEY AVE
6260-004-069
8240 PURITAN ST
6260-004-038
8239 CHEYENNE AVE
6260-004-037
+2700+10 00 +11 00 +12 00+2500+2520WMxxxxxx
xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx xx xx xx xxxx WMWMWMxx xx xx WMWMWMxxxxC INTERSECTION
26+80.03 CHEYENNE AVE
10+00.00 GNEISS-DOWNEY ALLEY=
L
C INTERSECTION
25+20.00 PURITAN-CHEYENNE ALLEY
11+45.00 GNEISS-DOWNEY ALLEY=
L(10')(10')(0.3')1
WALL 1
CONC
1 CONC
1 FENCE
1 FENCE 1
WALL
1 FENCE
FENCE
1 WALL
1 FENCE
1 CONC
1 WALL
1 WALL
1 GUY
WIRE
1 FENCE
1 WALL
1 FENCE
1 1
V-GUTTER
1 V-GUTTER
2 2
2 2
14 15 13
15 15 1
PP
1 GUY
WIRE
14 13
14 15
15 1
ALLEY
APPROACH
12907 DOWNEY AVE
6260-004-06312913 DOWNEY AVE
6260-004-064
12919 DOWNEY AVE
6260-004-065
8242
DOWNEY AVE
6260-004-066 12901 DOWNEY AVE6260-004-0628240
PURITAN ST
6260-004-038
8238 DEVENIR AVE
6260-004-061
8241 PURITAN ST
6260-004-052
+2700+13 00 +14 00 +15+2500+2520WMWMxxxxxxxxxxxxxxxxxxxxxx xx xxxxxxxx
xxWMxx xxC INTERSECTION
26+80.03 PURITAN AVE
12+90.00 GNEISS-DOWNEY ALLEY=
L
C INTERSECTION
25+20.00 DEVENIR-PURITAN ALLEY
14+35.00 GNEISS-DOWNEY ALLEY=
L
(10')(10')(10')(10')(0.4')(0.5')1
PP
FENCE
1 FENCE
1 CONC
1 WALL
1 1
CONC
1 PP
1 GATE
1 CONC
1 PP
1 WALL1
CONC
1 V-GUTTER 1
V-GUTTER
1 V-GUTTER
2 2 2
2 2
15 15
14 13 15
1 ALLEY
APPROACH
1 ALLEY
APPROACH
CIP NO. 24-03
ALLEYS 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 PAVEMENT.)
PROTECT IN PLACE.
EXISTING CONCRETE
PROPOSED CONCRETE IMPROVEMENTS
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 BOX TO GRADE.
7 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT ACCESS
RAMP WITH TRUNCATED DOME PER SPPWC STD PLAN NO. 111-5,
(CASE D, TYPE 2).
EXISTING BLOCK WALL
GENERAL NOTES:
1.CONTRACTOR SHALL REMOVE ALL AC, PCC, OR ANY
OTHER MATERIAL INTERFERING WITH NEW PAVEMENT
2.EXISTING JAGGED-EDGE CONCRETE TO JOIN NEW AC
SHALL BE SAWCUT STRAIGHT PRIOR TO PAVING.
3.DAMAGED OR BROKEN METER BOXES SHALL BE
REPLACED BY OWNER.
8 9
10 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
SIDEWALK PER SPPWC STD PLAN NO. 122-2.
NEW AC PAVEMENT
LEGEND
NEW TRUNCATED DOMES
15 ADJUST METER BOX 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 VALLEY GUTTER AND UNDERLYING SUBGRADE AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON SHEET 3.
EXISTING FENCE / GATExx
EXISTING RIGHT OF WAY
SAWCUT AND INSTALL CAST-IN-PLACE TRUNCATED DOME.
REMOVE EXISTING CONCRETE IMPROVEMENTS AND CONSTRUCT 4"
PCC PAD OVER 4" CMB PER ELEVATIONS ON PLAN.
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160
KREUZER CONSULTING GROUP
16 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
PAVEMENT AT DRIVEWAY LOCATION.
17 REMOVE AND DISPOSE EXISTING TREE STUMP.
18 GRIND/PRUNE EXISTING TREE ROOTS TO 6" (MIN) BELOW
PROPOSED AC PAVEMENT FINISHED SURFACE
PRELIMINARY
19 REMOVE EXISTING ALLEY PAVEMENT, BASE, AND/OR SUBGRADE
MATERIAL AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON
SHEET 3.MATCH LINE STA 17+50 SEE ABOVE RIGHT MATCH LINE STA 15+00 SEE SHEET 19MATCH LINE STA 17+50 SEE BELOW LEFT MATCH LINE STA 19+50 SEE SHEET 21GNEISS-DOWNEY ALLEY FROM STA 15+00 TO STA 19+50
GNEISS-DOWNEY ALLEY
GNEISS-DOWNEY ALLEY
DEVENIR AVE
COMOLETTE ST
MATCH LINE STA 24+90 SEE SHEET 38
12901 DOWNEY AVE
6260-004-062
12841 DOWNEY AVE
6260-009-062
12849 DOWNEY AVE
6260-009-063
12837 DOWNEY AVE
6260-009-061
8238 DEVENIR AVE
6260-004-061
8239 DEVENIR AVE
6260-009-031
8240
COMOLETTE ST
6260-009-032
+2700+00 +16 00 +17 00 +2500+2520WMxxxxxx xx xx xx xx xx xx xxxx xx xx xxxxWMWMC INTERSECTION
26+80.03 DEVENIR AVE
15+79.89 GNEISS-DOWNEY ALLEY=
L C INTERSECTION
25+20.00 COMOLETTE-DEVENIR ALLEY
17+24.89 GNEISS-DOWNEY ALLEY=
L(10')(10')(10')(10')(0.3')(0.3')POST
1 1
CONC
1 FENCE
1 FENCE
1 GATE
1 WALL
1 CONC
1 GATE
1 WALL
1 PP
1 WALL
1 GATE
CONC
1 CONC
1 FENCE
1FENCE
1 1
V-GUTTER
1 V-GUTTER
1 V-GUTTER
2 2 2
2 2
15 15
15 14
14 WALL
1 GUY
WIRE 1
1 ALLEY
APPROACH
1 ALLEY
APPROACH
12817 DOWNEY AVE
6260-009-059
12833 DOWNEY AVE
6260-009-060
12837 DOWNEY AVE
6260-009-061
8240 COMOLETTE ST
6260-009-032
8241 COMOLETTE ST
6260-009-047
+2700+18 00 +19 00
WMxx xx xx xx
xxxxxxWMxx xx
xxxxC INTERSECTION
26+80.03 COMOLETTE ST
18+69.89 GNEISS-DOWNEY ALLEY=
L
(10')(10')(10')(10')(0.5')(0.4')1
WALL
1 WALL
1 FENCE
1 PP
WALL
1 CONC
1 FENCE
1 1
FENCE
1 WALL
1 CONC
1 V-GUTTER 1
V-GUTTER
2 2
2 2
15 13
14 1
WV
15 1
ALLEY
APPROACH
1 ALLEY
APPROACH
CIP NO. 24-03
ALLEYS 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 PAVEMENT.)
PROTECT IN PLACE.
EXISTING CONCRETE
PROPOSED CONCRETE IMPROVEMENTS
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 BOX TO GRADE.
7 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT ACCESS
RAMP WITH TRUNCATED DOME PER SPPWC STD PLAN NO. 111-5,
(CASE D, TYPE 2).
EXISTING BLOCK WALL
GENERAL NOTES:
1.CONTRACTOR SHALL REMOVE ALL AC, PCC, OR ANY
OTHER MATERIAL INTERFERING WITH NEW PAVEMENT
2.EXISTING JAGGED-EDGE CONCRETE TO JOIN NEW AC
SHALL BE SAWCUT STRAIGHT PRIOR TO PAVING.
3.DAMAGED OR BROKEN METER BOXES SHALL BE
REPLACED BY OWNER.
8 9
10 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
SIDEWALK PER SPPWC STD PLAN NO. 122-2.
NEW AC PAVEMENT
LEGEND
NEW TRUNCATED DOMES
15 ADJUST METER BOX 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 VALLEY GUTTER AND UNDERLYING SUBGRADE AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON SHEET 3.
EXISTING FENCE / GATExx
EXISTING RIGHT OF WAY
SAWCUT AND INSTALL CAST-IN-PLACE TRUNCATED DOME.
REMOVE EXISTING CONCRETE IMPROVEMENTS AND CONSTRUCT 4"
PCC PAD OVER 4" CMB PER ELEVATIONS ON PLAN.
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160
KREUZER CONSULTING GROUP
16 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
PAVEMENT AT DRIVEWAY LOCATION.
17 REMOVE AND DISPOSE EXISTING TREE STUMP.
18 GRIND/PRUNE EXISTING TREE ROOTS TO 6" (MIN) BELOW
PROPOSED AC PAVEMENT FINISHED SURFACE
PRELIMINARY
19 REMOVE EXISTING ALLEY PAVEMENT, BASE, AND/OR SUBGRADE
MATERIAL AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON
SHEET 3.MATCH LINE STA 19+50 SEE SHEET 20GNEISS-DOWNEY ALLEY FROM STA 19+50 TO STA ADOREE STREET
GNEISS-DOWNEY ALLEY ADOREE ST
MATCH LINE STA 24+90 SEE SHEET 41
12803 DOWNEY AVE
6260-009-05612809 DOWNEY AVE
6260-009-057
12815 DOWNEY AVE
6260-009-058
12817
DOWNEY AVE
6260-009-059
8240 ADOREE ST
6260-009-055
8241 COMOLETTE ST
6260-009-047
+2700+10 00
+20 00 +21 00 +21 60+2500+2520WMWMEBEBxx xx xx xx xx xx xxxxxxxx xx xx xx xx xx xx xxxxxxxxxxxxxx
xxxxxxC INTERSECTION
25+20.00 ADOREE-COMOLETTE ALLEY
20+14.89 GNEISS-DOWNEY ALLEY=
L
C INTERSECTION
26+80.04 ADOREE ST
21+59.77 GNEISS-DOWNEY ALLEY=
L
C INTERSECTION
26+94.53 ADOREE ST
10+00.00 GURLEY-DOWNEY ALLEY=
L(10')(10')(0.3')FENCE
1 CONC
1 FENCE1
WALL1
GUY
WIRE1
WALL
1 GATE
1 CONC
1 1
FENCE
1 CONC
1 FENCE
1 WALL1
FENCE
1 WALL
1 PP
1 FENCE
1 GATE
1 FENCE
1 FENCE
1 V-GUTTER
1 V-GUTTER2
2 2
15 14
13 15
1 ALLEY
APPROACH
8020 PRISCILLA ST
6260-001-058
8024 PRISCILLA ST
6260-001-057
8030 PRISCILLA ST
6260-001-056
8034 PRISCILLA ST
6260-001-055
8036 PRISCILLA ST
6260-001-054
8015 GARDENDALE ST
6260-001-042
8023 GARDENDALE ST
6260-001-043
8025 GARDENDALE ST
6260-001-044
8033 GARDENDALE ST
6260-001-045
8035 GARDENDALE ST
6260-001-046
8037 GARDENDALE ST
6260-001-047
8043 GARDENDALE ST
6260-001-048
8012 PRISCILLA ST
6260-001-059
+11 00 +12 00 +13
WM
WMWMWMWM WMWMWM
xx xx xx xx xx xx xx xx xx xx xx xx
xx xx xx xx xx xx xx xx xx xx xx xx xxxx xx xx
xx xx xx xx xx
xxxx xxxx xx
xx
xxxxxxxxxxxxxxxxxxxxxxxx xx xx WMWMWMWMWM(10')(10')(7.4')WALL 1 1
FENCE
FENCE
1 1
CONC
1 WALL
1 FENCE
1 GATE
1 WALL
1 WALL
1 FENCE
1 CONC
1 WALL
1 GATE
1 CONC
1 WALL
1 FENCE
1 FENCE
FENCE
1 GATE
1 WALL
1 CONC
1 WALL
1 GATE
1 WALL
1 CONC
1 FENCE
1 CONC
1 WALL
1 1
V-GUTTER
2 22 2
15 15
15 15 15
1 1
15 15
15 15
15 WM WM
8046 PRISCILLA ST
6260-001-053
13033 BROCK AVE
6260-001-052
8047 GARDENDALE ST
6260-001-049
8053 GARDENDALE ST
6260-001-050
8055 GARDENDALE ST
6260-001-051
13038 BROCK AVE
6260-002-086
8102 PRISCILLA ST
6260-002-055
8036
PRISCILLA ST
6260-001-054
8043 GARDENDALE ST6260-001-0488107 GARDENDALE ST
6260-002-082
+00+00 +14 00 +15 00
WMWMWMxxxxxxxx xx xx xx xx xx xx xx xx xx xx
xxxx xx xx xx xx xx xx
xx xxxxxxxxxxxx
xxxxxxxxxxWMWMWMC INTERSECTION
11+40.18 BROCK AVE
14+60.46 PRISCILLA-GARDENDALE ALLEY=
L
(10')(10')(10')(10')(7.3')(3.9')1
FENCE
1 FENCE
1 FENCE 1
WALL
1 FENCE
1 CONC
1 WALL
WALL
1 WALL
1 GATE
1 WALL
1 PP
1 GATE
1 CONC
1 PP
1 1
V-GUTTER
1 V-GUTTER
2 2
2 13
15 15
15 15
1WV
15 15
CONC
1 (87.05 LG)
87.06 FS
(87.12 FS)
JOIN EX
(87.07 FS)
JOIN EX
(86.91 TC)
(86.22 FL)
JOIN EX
(86.99 TC)
(86.38 FL)
JOIN EX
(87.44 FS)
JOIN EX
(87.36FS)
JOIN EX
86.30 FL 3.4%0.7%4.7%0.4%10.0%
(86.65 FL)
(86.78 LG)
(86.80 LG)
(86.77 FS)
86.68 TC/FL
(87.05 FS)
JOIN EX
(86.99 FS)
JOIN EX
(86.90 TC)
(86.24 FL)
JOIN EX
87.18 FS
87.08 TC/FL
(87.14 FS)
JOIN EX
(87.06 FS)
JOIN EX
(86.97 TC)
(86.37 FL)
JOIN EX
2'
5 6
4 7
7 7
7 2'
65 4
(86.97 FL)
(87.02 LG)
86.98 TC/FL
87.08 FS
87.00 TC/FL
86.56 FS
87.04 FS
87.02 TC
86.69 FL
86.89 FS
86.87 TC
86.54 FL
86.96 FS
CIP NO. 24-03
ALLEYS 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 PAVEMENT.)
PROTECT IN PLACE.
EXISTING CONCRETE
PROPOSED CONCRETE IMPROVEMENTS
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 BOX TO GRADE.
7 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT ACCESS
RAMP WITH TRUNCATED DOME PER SPPWC STD PLAN NO. 111-5,
(CASE D, TYPE 2).
EXISTING BLOCK WALL
GENERAL NOTES:
1.CONTRACTOR SHALL REMOVE ALL AC, PCC, OR ANY
OTHER MATERIAL INTERFERING WITH NEW PAVEMENT
2.EXISTING JAGGED-EDGE CONCRETE TO JOIN NEW AC
SHALL BE SAWCUT STRAIGHT PRIOR TO PAVING.
3.DAMAGED OR BROKEN METER BOXES SHALL BE
REPLACED BY OWNER.
8 9
10 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
SIDEWALK PER SPPWC STD PLAN NO. 122-2.
NEW AC PAVEMENT
LEGEND
NEW TRUNCATED DOMES
15 ADJUST METER BOX 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 VALLEY GUTTER AND UNDERLYING SUBGRADE AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON SHEET 3.
EXISTING FENCE / GATExx
EXISTING RIGHT OF WAY
SAWCUT AND INSTALL CAST-IN-PLACE TRUNCATED DOME.
REMOVE EXISTING CONCRETE IMPROVEMENTS AND CONSTRUCT 4"
PCC PAD OVER 4" CMB PER ELEVATIONS ON PLAN.
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160
KREUZER CONSULTING GROUP
16 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
PAVEMENT AT DRIVEWAY LOCATION.
17 REMOVE AND DISPOSE EXISTING TREE STUMP.
18 GRIND/PRUNE EXISTING TREE ROOTS TO 6" (MIN) BELOW
PROPOSED AC PAVEMENT FINISHED SURFACE
PRELIMINARY
19 REMOVE EXISTING ALLEY PAVEMENT, BASE, AND/OR SUBGRADE
MATERIAL AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON
SHEET 3.
PRISCILLA-GARDENDALE ALLEY FROM STA 10+50 TO STA 15+50MATCH LINE STA 13+00 SEE ABOVE RIGHTMATCH LINE STA 10+50 SEE SHEET 15MATCH LINE STA 13+00 SEE BELOW LEFTMATCH LINE STA 15+50 SEE SHEET 23PRISCILLA-GARDENDALE ALLEY
PRISCILLA-GARDENDALE ALLEY BROCK AVE
8107 GARDENDALE ST
6260-002-082
6260-002-036 8115 GARDENDALE ST
6260-002-037
8119 GARDENDALE ST
6260-002-038
8125 GARDENDALE ST
6260-002-039
8129 GARDENDALE ST
6260-002-040
8108 PRISCILLA ST
6260-002-054
8116 PRISCILLA ST
6260-002-053
8120 PRISCILLA ST
6260-002-052
8124 PRISCILLA ST
6260-002-051
8130 PRISCILLA ST6260-002-0508135 GARDENDALE ST6260-002-041+16 00 +17 00 +18WM WMxxxxxxxx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xxxx xx xx xx xx xx
xx xxxxxxxxxxxxxxxxxxxxxxxxxxxx
xx xx xx
xxWMWM(10')(10')(3.9')1
CONC
1 WALL
1 FENCE
1 CONC
1 WALL 1
FENCE
1 CONC
1 GATE
1 WALL
1 WALL
1 GATE
WALL
1 GATE
1 WALL
1 PP
1 FENCE
1 FENCE
1 FENCE
1 WALL
1 1
V-GUTTER
2 2
15 15
15 13
15 8135 GARDENDALE ST
6260-002-041
8137 GARDENDALE ST
6260-002-085
8143 GARDENDALE ST
6260-002-083
8145 GARDENDALE ST
6260-002-084
8147 GARDENDALE ST
6260-002-045
8149 GARDENDALE ST
6260-002-080
8130 PRISCILLA ST
6260-002-050
8140 PRISCILLA ST
6260-002-049
8146 PRISCILLA ST
6260-002-048
8152 PRISCILLA ST
6260-002-047
+00 +19 00 +20
WMWMWMWMxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx xx xx xx xx xx xx xx xx
xx
xx
xxxxxxxxxxxxxxxxWMWMWMxxxx(10')(10')(3.8')1
FENCE
1 POST
1 CONC
1 GATE
1 POST
1 WALL
1 FENCE 1
CONC
1 FENCE
1 CONC
1 FENCE1
CONC
WALL
1 GATE
1 PP
1 CONC
1 FENCE
1 FENCE
1 CONC
1 FENCE
1 PP
1 1
V-GUTTER 2
2 15
15 15
15 15
13 14
CIP NO. 24-03
ALLEYS 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 PAVEMENT.)
PROTECT IN PLACE.
EXISTING CONCRETE
PROPOSED CONCRETE IMPROVEMENTS
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 BOX TO GRADE.
7 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT ACCESS
RAMP WITH TRUNCATED DOME PER SPPWC STD PLAN NO. 111-5,
(CASE D, TYPE 2).
EXISTING BLOCK WALL
GENERAL NOTES:
1.CONTRACTOR SHALL REMOVE ALL AC, PCC, OR ANY
OTHER MATERIAL INTERFERING WITH NEW PAVEMENT
2.EXISTING JAGGED-EDGE CONCRETE TO JOIN NEW AC
SHALL BE SAWCUT STRAIGHT PRIOR TO PAVING.
3.DAMAGED OR BROKEN METER BOXES SHALL BE
REPLACED BY OWNER.
8 9
10 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
SIDEWALK PER SPPWC STD PLAN NO. 122-2.
NEW AC PAVEMENT
LEGEND
NEW TRUNCATED DOMES
15 ADJUST METER BOX 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 VALLEY GUTTER AND UNDERLYING SUBGRADE AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON SHEET 3.
EXISTING FENCE / GATExx
EXISTING RIGHT OF WAY
SAWCUT AND INSTALL CAST-IN-PLACE TRUNCATED DOME.
REMOVE EXISTING CONCRETE IMPROVEMENTS AND CONSTRUCT 4"
PCC PAD OVER 4" CMB PER ELEVATIONS ON PLAN.
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160
KREUZER CONSULTING GROUP
16 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
PAVEMENT AT DRIVEWAY LOCATION.
17 REMOVE AND DISPOSE EXISTING TREE STUMP.
18 GRIND/PRUNE EXISTING TREE ROOTS TO 6" (MIN) BELOW
PROPOSED AC PAVEMENT FINISHED SURFACE
PRELIMINARY
19 REMOVE EXISTING ALLEY PAVEMENT, BASE, AND/OR SUBGRADE
MATERIAL AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON
SHEET 3.
PRISCILLA-GARDENDALE ALLEY FROM STA 15+50 TO STA 20+00MATCH LINE STA 18+00 SEE ABOVE RIGHTMATCH LINE STA 15+50 SEE SHEET 22MATCH LINE STA 18+00 SEE BELOW LEFTMATCH LINE STA 20+00 SEE SHEET 24PRISCILLA-GARDENDALE ALLEY
PRISCILLA-GARDENDALE ALLEY
8153 GARDENDALE ST
6260-002-081
13040 GNEISS AVE
6260-003-014
8211 GARDENDALE ST
6260-003-015
13032 GNEISS AVE
6260-003-034
8208 PRISCILLA ST
6260-003-033
8152 PRISCILLA ST
6260-002-047
8214 PRISCILLA ST
6260-003-032
+00+00 +21 00 +22 00
WMWMxxxxxxxxxxxxxxxxxxxx xx
xx xx xx xx xx xx xx
xxWMxxWMWMWMC INTERSECTION
11+40.18 GNEISS AVE
20+61.08 PRISCILLA-GARDENDALE ALLEY=
L
(10')(10')(10')(10')(3.9')(3.9')1
CONC
1 FENCE
1 WALL
FENCE
1 1ALLEY
APPROACH
WALL
1 RAMP
1 WALL
1 CONC
1 PP
1 CONC
1 FENCE
1 WALL
1 CONC
1 FENCE
1 1
V-GUTTER
1 V-GUTTER
2 2
2 2
15 15
15 15
15 1 ALLEY
APPROACH
8219 GARDENDALE ST
6260-003-016
8227 GARDENDALE ST
6260-003-017
8229 GARDENDALE ST
6260-003-018
8237 GARDENDALE ST
6260-003-061
8220 PRISCILLA ST
6260-003-031
8226 PRISCILLA ST
6260-003-030
8230 PRISCILLA ST
6260-003-029
8214 PRISCILLA ST6260-003-0328232 PRISCILLA ST
6260-003-028
+23 00 +24 00WMWM
WMWMWMxxxxxxxxxxxx
xx xx xx
xx xx xx
xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxWMxx
xxxxxxxxWMWM(10')(10')(3.9')1
WALL
1 WALL
1 FENCE
1 WALL
1 WALL
1 GATE
1 WALL
1 GATE
1 WALL
1 WALL
FENCE
1 GATE
1 WALL
1 PP
1 WALL
1 FENCE
1 FENCE
1 WALL
1 FENCE
1 1
V-GUTTER
2 2
15 13
15 15
15 15
15 15
1 POST
CIP NO. 24-03
ALLEYS 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 PAVEMENT.)
PROTECT IN PLACE.
EXISTING CONCRETE
PROPOSED CONCRETE IMPROVEMENTS
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 BOX TO GRADE.
7 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT ACCESS
RAMP WITH TRUNCATED DOME PER SPPWC STD PLAN NO. 111-5,
(CASE D, TYPE 2).
EXISTING BLOCK WALL
GENERAL NOTES:
1.CONTRACTOR SHALL REMOVE ALL AC, PCC, OR ANY
OTHER MATERIAL INTERFERING WITH NEW PAVEMENT
2.EXISTING JAGGED-EDGE CONCRETE TO JOIN NEW AC
SHALL BE SAWCUT STRAIGHT PRIOR TO PAVING.
3.DAMAGED OR BROKEN METER BOXES SHALL BE
REPLACED BY OWNER.
8 9
10 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
SIDEWALK PER SPPWC STD PLAN NO. 122-2.
NEW AC PAVEMENT
LEGEND
NEW TRUNCATED DOMES
15 ADJUST METER BOX 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 VALLEY GUTTER AND UNDERLYING SUBGRADE AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON SHEET 3.
EXISTING FENCE / GATExx
EXISTING RIGHT OF WAY
SAWCUT AND INSTALL CAST-IN-PLACE TRUNCATED DOME.
REMOVE EXISTING CONCRETE IMPROVEMENTS AND CONSTRUCT 4"
PCC PAD OVER 4" CMB PER ELEVATIONS ON PLAN.
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160
KREUZER CONSULTING GROUP
16 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
PAVEMENT AT DRIVEWAY LOCATION.
17 REMOVE AND DISPOSE EXISTING TREE STUMP.
18 GRIND/PRUNE EXISTING TREE ROOTS TO 6" (MIN) BELOW
PROPOSED AC PAVEMENT FINISHED SURFACE
PRELIMINARY
19 REMOVE EXISTING ALLEY PAVEMENT, BASE, AND/OR SUBGRADE
MATERIAL AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON
SHEET 3.
PRISCILLA-GARDENDALE ALLEY FROM STA 20+00 TO STA 24+50MATCH LINE STA 22+50 SEE ABOVE RIGHTMATCH LINE STA 20+00 SEE SHEET 23MATCH LINE STA 22+50 SEE BELOW LEFTMATCH LINE STA 24+50 SEE SHEET 25PRISCILLA-GARDENDALE ALLEY
PRISCILLA-GARDENDALE ALLEY
GNEISS AVE
8237 GARDENDALE ST
6260-003-061
8243 GARDENDALE ST
6260-003-021
8247 GARDENDALE ST
6260-003-059
8249 GARDENDALE ST
6260-003-058
8251 GARDENDALE ST
6260-003-057
8253 GARDENDALE ST
6260-003-056
8240 PRISCILLA ST
6260-003-027
8250 PRISCILLA ST
6260-003-025
8232 PRISCILLA ST6260-003-0288244 PRISCILLA ST
6260-003-026
+00+25 00 +26 00 +26 88WMxxxxxxxxxxxxxxxxxxxxxxxx
WMWMWMxx xx xxxxWMxx xxxxxxWMWM C INTERSECTION
11+40.17 DOWNEY AVE
26+87.82 PRISCILLA-GARDENDALE ALLEY=
L
(10')(10')(3.9')(0.1')1
WALL
1 WALL 1
CONC
1 CONC
1 CONC
1 CONC
1 ALLEY
APPROACH
FENCE
1 CONC
1 GUY
WIRE
1 PP
1 FENCE
1 GATE
1PP
1 FENCE
1 WALL
1 GATE
1 WALL
1 GATE
1 WALL
1 1
V-GUTTER2
2 15
15 15 15
15 13
14 1
WM
1 WM
CIP NO. 24-03
ALLEYS 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 PAVEMENT.)
PROTECT IN PLACE.
EXISTING CONCRETE
PROPOSED CONCRETE IMPROVEMENTS
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 BOX TO GRADE.
7 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT ACCESS
RAMP WITH TRUNCATED DOME PER SPPWC STD PLAN NO. 111-5,
(CASE D, TYPE 2).
EXISTING BLOCK WALL
GENERAL NOTES:
1.CONTRACTOR SHALL REMOVE ALL AC, PCC, OR ANY
OTHER MATERIAL INTERFERING WITH NEW PAVEMENT
2.EXISTING JAGGED-EDGE CONCRETE TO JOIN NEW AC
SHALL BE SAWCUT STRAIGHT PRIOR TO PAVING.
3.DAMAGED OR BROKEN METER BOXES SHALL BE
REPLACED BY OWNER.
8 9
10 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
SIDEWALK PER SPPWC STD PLAN NO. 122-2.
NEW AC PAVEMENT
LEGEND
NEW TRUNCATED DOMES
15 ADJUST METER BOX 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 VALLEY GUTTER AND UNDERLYING SUBGRADE AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON SHEET 3.
EXISTING FENCE / GATExx
EXISTING RIGHT OF WAY
SAWCUT AND INSTALL CAST-IN-PLACE TRUNCATED DOME.
REMOVE EXISTING CONCRETE IMPROVEMENTS AND CONSTRUCT 4"
PCC PAD OVER 4" CMB PER ELEVATIONS ON PLAN.
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160
KREUZER CONSULTING GROUP
16 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
PAVEMENT AT DRIVEWAY LOCATION.
17 REMOVE AND DISPOSE EXISTING TREE STUMP.
18 GRIND/PRUNE EXISTING TREE ROOTS TO 6" (MIN) BELOW
PROPOSED AC PAVEMENT FINISHED SURFACE
PRELIMINARY
19 REMOVE EXISTING ALLEY PAVEMENT, BASE, AND/OR SUBGRADE
MATERIAL AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON
SHEET 3.
PRISCILLA-GARDENDALE ALLEY FROM STA 24+50 TO DOWNEY AVENUEMATCH LINE STA 24+50 SEE SHEET 24PRISCILLA-GARDENDALE ALLEY DOWNEY AVE
8020 CHEYENNE AVE
6260-001-076
8024 CHEYENNE AVE
6260-001-075
8030 CHEYENNE AVE
6260-001-074
8040 CHEYENNE AVE
6260-001-071
8019 PRISCILLA ST
6260-001-061
8027 PRISCILLA ST
6260-001-062
8029 PRISCILLA ST
6260-001-080
8037 PRISCILLA ST
6260-001-066
8013 PRISCILLA ST
6260-001-060
8016 CHEYENNE AVE
6260-001-077
8034 CHEYENNE AVE
6260-001-073
8036 CHEYENNE AVE
6260-001-072
8035 PRISCILLA ST
6260-001-065
+11 00 +12 00 +13WM
WMxx xxxxxx
xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx
xxxxxxxxxxxxxxxxxxxxxxxx xx xx xx xx xxxxxx
xxxxxxxxxxxxxxxxxxxxWMWMxxxxxxxxxxWMxxxxxxxxxxWMxxxxxxWMxxxxxxxxxxxxxxxxxxxxxxxxWMWMWMWM(7.5')(7.5')(5.0')1 FENCE
1 FENCE
1 WALL
1 FENCE
1 FENCE
1 GATE
1 WALL
1 GATE
1 WALL
1 FENCE
1 CONC
WALL
1 CONC
1 WALL
1 CONC
1 GATE
1 WALL
1 FENCE
1 FENCE
1 PP
1 GATE
1 FENCE
1 CONC
1 FENCE
1 1
V-GUTTER
215
15 15
15 15
15 15
15 15 15
8042 CHEYENNE AVE
6260-001-070
8048 CHEYENNE AVE
6260-001-069
8102 CHEYENNE AVE
6260-002-079
8045 PRISCILLA ST
6260-001-067
13013 BROCK AVE
6260-001-068
13012 BROCK AVE
6260-002-056
8105 PRISCILLA ST
6260-002-057+1400+00 +14 00 +15 00
WMxx
xxxx xx xx xx
x
x
xxxxxxxxxxxxxxxxxxxxxxxx
xxxxxxxxxxxxxxxxxxxxxxxxxxxxWMWMWMWMWMWMWMC INTERSECTION 14+14.67 BROCK AVE
14+60.00 CHEYENNE-PRISCILLA ALLEY=
L
(7.5')(7.5')(7.5')(7.5')(5.0')(4.0')1
CONC
1 FENCE
1 WALL
1 FENCE
1 WALL
1 GATE
1 CONC
1 WALL
FENCE
1 FENCE
1 PP
1 WALL
1 CONC
1 WALL
1 FENCE
1 1 ALLEY
APPROACH 1ALLEY
APPROACH
PP
1 WALL
1 CONC
1 WALL
1 1
GATE
1 GATE
1 WALL
1 V-GUTTER
1 V-GUTTER
2 2
1 WM
2 15
13 15
15 15
15 15
15 CIP NO. 24-03
ALLEYS 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 PAVEMENT.)
PROTECT IN PLACE.
EXISTING CONCRETE
PROPOSED CONCRETE IMPROVEMENTS
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 BOX TO GRADE.
7 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT ACCESS
RAMP WITH TRUNCATED DOME PER SPPWC STD PLAN NO. 111-5,
(CASE D, TYPE 2).
EXISTING BLOCK WALL
GENERAL NOTES:
1.CONTRACTOR SHALL REMOVE ALL AC, PCC, OR ANY
OTHER MATERIAL INTERFERING WITH NEW PAVEMENT
2.EXISTING JAGGED-EDGE CONCRETE TO JOIN NEW AC
SHALL BE SAWCUT STRAIGHT PRIOR TO PAVING.
3.DAMAGED OR BROKEN METER BOXES SHALL BE
REPLACED BY OWNER.
8 9
10 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
SIDEWALK PER SPPWC STD PLAN NO. 122-2.
NEW AC PAVEMENT
LEGEND
NEW TRUNCATED DOMES
15 ADJUST METER BOX 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 VALLEY GUTTER AND UNDERLYING SUBGRADE AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON SHEET 3.
EXISTING FENCE / GATExx
EXISTING RIGHT OF WAY
SAWCUT AND INSTALL CAST-IN-PLACE TRUNCATED DOME.
REMOVE EXISTING CONCRETE IMPROVEMENTS AND CONSTRUCT 4"
PCC PAD OVER 4" CMB PER ELEVATIONS ON PLAN.
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160
KREUZER CONSULTING GROUP
16 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
PAVEMENT AT DRIVEWAY LOCATION.
17 REMOVE AND DISPOSE EXISTING TREE STUMP.
18 GRIND/PRUNE EXISTING TREE ROOTS TO 6" (MIN) BELOW
PROPOSED AC PAVEMENT FINISHED SURFACE
PRELIMINARY
19 REMOVE EXISTING ALLEY PAVEMENT, BASE, AND/OR SUBGRADE
MATERIAL AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON
SHEET 3.
CHEYENNE-PRISCILLA ALLEY FROM STA 10+50 TO STA 15+50MATCH LINE STA 13+00 SEE ABOVE RIGHTMATCH LINE STA 10+50 SEE SHEET 15MATCH LINE STA 13+00 SEE BELOW LEFTMATCH LINE STA 15+50 SEE SHEET 27CHEYENNE-PRISCILLA ALLEY
CHEYENNE-PRISCILLA ALLEY BROCK AVE
8106 CHEYENNE AVE
6260-002-078
8116 CHEYENNE AVE
6260-002-077
8122 CHEYENNE AVE
6260-002-076
8126 CHEYENNE AVE
6260-002-075
8111 PRISCILLA ST
6260-002-058
8115 PRISCILLA ST
6260-002-059
8119 PRISCILLA ST
6260-002-060
8125 PRISCILLA ST
6260-002-062
8131 PRISCILLA ST6260-002-0648123 PRISCILLA ST
6260-002-061
8129 PRISCILLA ST
6260-002-063
8128 CHEYENNE AVE
6260-002-067
+16 00 +17 00 +18WMWMWM
WMxx xx xx xx
xxxxxxxxxxxxxxxxxxxxxxxxxx xx xx
xx
xxxxWMxx xx xx xxxxxxxxWMxx xxxxxxxx WMWMWMWM(7.5')(7.5')(3.8')1 WALL
1 WALL
1 GATE
1 WALL
1 GATE
1 WALL
1 WALL
1 GATE
1 WALL
1 GATE
1 FENCE
1 FENCE
FENCE
1 FENCE
1 CONC
1 FENCE
1 CONC
1 PP
1 FENCE
1 WALL
1 GATE
1 WALL
1 WALL
1 GATE
1 WALL
1 WALL
1 CONC
1 FENCE
1 1
WALL
1 V-GUTTER
2 2
15 15 15
13 15
15 15
PP
1 15
15 15
15 8134 CHEYENNE AVE
6260-002-073
8138 CHEYENNE AVE
6260-002-072
8142 CHEYENNE AVE
6260-002-071
8131 PRISCILLA ST
6260-002-064
8139 PRISCILLA ST
6260-002-066
8141 PRISCILLA ST
6260-002-067
13007 GNEISS AVE
6260-002-069
8153 PRISCILLA ST
6260-002-068
8133 PRISCILLA ST
6260-002-0658128 CHEYENNE AVE6260-002-0678146 CHEYENNE AVE 6260-002-070
+00 +19 00 +20WMWM
WMxx
xxxxxxxxxxxx xx
xx xx xx xx xxxx
xxxxWM
xx
WMWMWMxxxxxxxxWMWM(7.5')(7.5')(3.7')1
FENCE 1
WALL
1 GATE 1
WALL
1 WALL
1 WALL
1 GATE
1 CONC
FENCE
1 WALL
1 FENCE
1 PP
1 WALL
1 WALL
1 FENCE
1 WALL
1 FENCE
1 WALL
1 PP
1 FENCE
1 CONC
1 1
V-GUTTER
2 2
15 15
15 15 15
13 15
15 14
15 WM
1 CIP NO. 24-03
ALLEYS 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 PAVEMENT.)
PROTECT IN PLACE.
EXISTING CONCRETE
PROPOSED CONCRETE IMPROVEMENTS
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 BOX TO GRADE.
7 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT ACCESS
RAMP WITH TRUNCATED DOME PER SPPWC STD PLAN NO. 111-5,
(CASE D, TYPE 2).
EXISTING BLOCK WALL
GENERAL NOTES:
1.CONTRACTOR SHALL REMOVE ALL AC, PCC, OR ANY
OTHER MATERIAL INTERFERING WITH NEW PAVEMENT
2.EXISTING JAGGED-EDGE CONCRETE TO JOIN NEW AC
SHALL BE SAWCUT STRAIGHT PRIOR TO PAVING.
3.DAMAGED OR BROKEN METER BOXES SHALL BE
REPLACED BY OWNER.
8 9
10 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
SIDEWALK PER SPPWC STD PLAN NO. 122-2.
NEW AC PAVEMENT
LEGEND
NEW TRUNCATED DOMES
15 ADJUST METER BOX 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 VALLEY GUTTER AND UNDERLYING SUBGRADE AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON SHEET 3.
EXISTING FENCE / GATExx
EXISTING RIGHT OF WAY
SAWCUT AND INSTALL CAST-IN-PLACE TRUNCATED DOME.
REMOVE EXISTING CONCRETE IMPROVEMENTS AND CONSTRUCT 4"
PCC PAD OVER 4" CMB PER ELEVATIONS ON PLAN.
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160
KREUZER CONSULTING GROUP
16 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
PAVEMENT AT DRIVEWAY LOCATION.
17 REMOVE AND DISPOSE EXISTING TREE STUMP.
18 GRIND/PRUNE EXISTING TREE ROOTS TO 6" (MIN) BELOW
PROPOSED AC PAVEMENT FINISHED SURFACE
PRELIMINARY
19 REMOVE EXISTING ALLEY PAVEMENT, BASE, AND/OR SUBGRADE
MATERIAL AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON
SHEET 3.
CHEYENNE-PRISCILLA ALLEY FROM STA 15+50 TO STA 20+00MATCH LINE STA 18+00 SEE ABOVE RIGHTMATCH LINE STA 15+50 SEE SHEET 26MATCH LINE STA 18+00 SEE BELOW LEFTMATCH LINE STA 20+00 SEE SHEET 28CHEYENNE-PRISCILLA ALLEY
CHEYENNE-PRISCILLA ALLEY
8200 CHEYENNE AVE
6260-003-054
8210 CHEYENNE AVE
6260-003-053
13012 GNEISS AVE
6260-003-036
8209 PRISCILLA ST
6260-003-037
8213 PRISCILLA ST
6260-003-038
13007 GNEISS AVE
6260-002-069
8153 PRISCILLA ST
6260-002-068
8212 CHEYENNE AVE
6260-003-052
+1400+00 +21 00 +22 00WM
WMWMxxxx xx xx xx xx xxxxxxxxxx
xxxxxxxxxx
xxWMxxxxWMxxxxxx xx xxWMC INTERSECTION
13+97.10 GNEISS AVE
20+60.00 CHEYENNE-PRISCILLA ALLEY=
L
(7.5')(7.5')(7.5')(7.5')(4.1')(3.8')1
CONC
1 GATE
1 ALLEY
APPROACH
1 CONC
1 WALL
1 FENCE
1 WALL
1 WALL
1 GATE
1 GATE
1 WALL
CONC
1 WALL
1 PP
1 GATE
1 CONC
1 WALL
1 GATE
1 PP
1 FENCE
1 FENCE
1 1
V-GUTTER
1 V-GUTTER
2 2
2 2
15 15
15 15
15 15
1ALLEY
APPROACH
8222 CHEYENNE AVE
6260-003-051
8228 CHEYENNE AVE
6260-003-050
8232 CHEYENNE AVE
6260-003-049
8221 PRISCILLA ST
6260-003-039
8225 PRISCILLA ST
6260-003-040
8231 PRISCILLA ST
6260-003-041
8213 PRISCILLA ST
6260-003-038
8212 CHEYENNE AVE
6260-003-052
+23 00 +24 00
WMWMxxxxxxxxxxxxxxxxxxxxxxxx xx xx xxxxxxxxxx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxWMWMxxxxxxxxWMWMWMWM(7.5')(7.5')(3.9')1 WALL
1 FENCE
1 WALL
1 FENCE
1 WALL
1 FENCE
1 FENCE
FENCE
1 WALL
1 GATE
1 WALL
1 PP
1 WALL
1 FENCE
1 1
V-GUTTER
2 215
13 15
15 15 15
1515
CIP NO. 24-03
ALLEYS 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 PAVEMENT.)
PROTECT IN PLACE.
EXISTING CONCRETE
PROPOSED CONCRETE IMPROVEMENTS
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 BOX TO GRADE.
7 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT ACCESS
RAMP WITH TRUNCATED DOME PER SPPWC STD PLAN NO. 111-5,
(CASE D, TYPE 2).
EXISTING BLOCK WALL
GENERAL NOTES:
1.CONTRACTOR SHALL REMOVE ALL AC, PCC, OR ANY
OTHER MATERIAL INTERFERING WITH NEW PAVEMENT
2.EXISTING JAGGED-EDGE CONCRETE TO JOIN NEW AC
SHALL BE SAWCUT STRAIGHT PRIOR TO PAVING.
3.DAMAGED OR BROKEN METER BOXES SHALL BE
REPLACED BY OWNER.
8 9
10 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
SIDEWALK PER SPPWC STD PLAN NO. 122-2.
NEW AC PAVEMENT
LEGEND
NEW TRUNCATED DOMES
15 ADJUST METER BOX 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 VALLEY GUTTER AND UNDERLYING SUBGRADE AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON SHEET 3.
EXISTING FENCE / GATExx
EXISTING RIGHT OF WAY
SAWCUT AND INSTALL CAST-IN-PLACE TRUNCATED DOME.
REMOVE EXISTING CONCRETE IMPROVEMENTS AND CONSTRUCT 4"
PCC PAD OVER 4" CMB PER ELEVATIONS ON PLAN.
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160
KREUZER CONSULTING GROUP
16 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
PAVEMENT AT DRIVEWAY LOCATION.
17 REMOVE AND DISPOSE EXISTING TREE STUMP.
18 GRIND/PRUNE EXISTING TREE ROOTS TO 6" (MIN) BELOW
PROPOSED AC PAVEMENT FINISHED SURFACE
PRELIMINARY
19 REMOVE EXISTING ALLEY PAVEMENT, BASE, AND/OR SUBGRADE
MATERIAL AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON
SHEET 3.
CHEYENNE-PRISCILLA ALLEY FROM STA 20+00 TO STA 24+50MATCH LINE STA 22+50 SEE ABOVE RIGHTMATCH LINE STA 20+00 SEE SHEET 27MATCH LINE STA 22+50 SEE BELOW LEFTMATCH LINE STA 24+50 SEE SHEET 29CHEYENNE-PRISCILLA ALLEY
CHEYENNE-PRISCILLA ALLEY
GNEISS AVE
8240 CHEYENNE AVE
6260-003-048
8246 CHEYENNE AVE
6260-003-047
13005 DOWNEY AVE
6260-003-046
8241 PRISCILLA ST
6260-003-042
8243 PRISCILLA ST
6260-003-043
13011 DOWNEY AVE
6260-003-045
8247 PRISCILLA ST
6260-003-044 +1400+25 00 +26 00 +26 86
WMWMWMxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx xx xxxxxxxxxxWMWMWMWMC INTERSECTION
13+78.77 DOWNEY AVE
26+85.82 CHEYENNE-PRISCILLA ALLEY=
L(7.5')(7.5')(4.0')1
FENCE
1 WALL
1 GATE
1 WALL
1 GATE
1 FENCE
1 FENCE
1 ALLEY
APPROCH
PP
1 WALL
1 GATE
1 WALL
1 GATE
1 CONC
1 WALL
1 GATE
1 WALL
1 PP
1 GATE
1 PP
1 GUY
WIRE
1 WALL
1 WALL
1 1
V-GUTTER
2 215
15 15
15 15 15
1 SIGN
POST
15 13
CIP NO. 24-03
ALLEYS 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 PAVEMENT.)
PROTECT IN PLACE.
EXISTING CONCRETE
PROPOSED CONCRETE IMPROVEMENTS
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 BOX TO GRADE.
7 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT ACCESS
RAMP WITH TRUNCATED DOME PER SPPWC STD PLAN NO. 111-5,
(CASE D, TYPE 2).
EXISTING BLOCK WALL
GENERAL NOTES:
1.CONTRACTOR SHALL REMOVE ALL AC, PCC, OR ANY
OTHER MATERIAL INTERFERING WITH NEW PAVEMENT
2.EXISTING JAGGED-EDGE CONCRETE TO JOIN NEW AC
SHALL BE SAWCUT STRAIGHT PRIOR TO PAVING.
3.DAMAGED OR BROKEN METER BOXES SHALL BE
REPLACED BY OWNER.
8 9
10 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
SIDEWALK PER SPPWC STD PLAN NO. 122-2.
NEW AC PAVEMENT
LEGEND
NEW TRUNCATED DOMES
15 ADJUST METER BOX 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 VALLEY GUTTER AND UNDERLYING SUBGRADE AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON SHEET 3.
EXISTING FENCE / GATExx
EXISTING RIGHT OF WAY
SAWCUT AND INSTALL CAST-IN-PLACE TRUNCATED DOME.
REMOVE EXISTING CONCRETE IMPROVEMENTS AND CONSTRUCT 4"
PCC PAD OVER 4" CMB PER ELEVATIONS ON PLAN.
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160
KREUZER CONSULTING GROUP
16 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
PAVEMENT AT DRIVEWAY LOCATION.
17 REMOVE AND DISPOSE EXISTING TREE STUMP.
18 GRIND/PRUNE EXISTING TREE ROOTS TO 6" (MIN) BELOW
PROPOSED AC PAVEMENT FINISHED SURFACE
PRELIMINARY
19 REMOVE EXISTING ALLEY PAVEMENT, BASE, AND/OR SUBGRADE
MATERIAL AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON
SHEET 3.
CHEYENNE-PRISCILLA ALLEY FROM STA 24+50 TO DOWNEY AVENUEMATCH LINE STA 24+50 SEE SHEET 28CHEYENNE-PRISCILLA ALLEY DOWNEY AVE
8019 CHEYENNE AVE
6260-006-030
8020 PURITAN ST
6260-006-043
8026 PURITAN ST
6260-006-042
8028 PURITAN ST
6260-006-041
8032 PURITAN ST
6260-006-040
8040 PURITAN ST
6260-006-039
8025 CHEYENNE AVE
6260-006-031
8029 CHEYENNE AVE
6260-006-032
8033 CHEYENNE AVE
6260-006-033
8015 CHEYENNE AVE6260-006-0298014 PURITAN ST6260-006-0448041 CHEYENNE AVE 6260-006-034
+11 00 +12 00 +13WM
WMWMWMWMWMWMWMxx xx xx
xxxxxxxx
xxxxxxxxxxxxxxxxxxxxxxxxxx xx
xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxWMxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx(10')(10')(3.8')1 CONC
1 GUY
WIRE
1 PP
1 FENCE
1 GATE
1 WALL
1 CONC
1 PP 1
WALL
1 FENCE
1 CONC
1 WALL1
GATE
WALL
1 CONC
1 CONC
1 FENCE
1 FENCE
1 WALL
1 GATE
1 CONC
1 FENCE
1 15
15 15
15 15
15 15
15 1
V-GUTTER
2 2
8044 PURITAN ST
6260-006-038
8050 PURITAN ST
6260-006-037
8102 PURITAN ST
6260-005-066
8043 CHEYENNE AVE
6260-006-035
8051 CHEYENNE AVE
6260-006-036
8103 CHEYENNE AVE
6260-005-0468041
CHEYENNE AVE6260-006-0348040 PURITAN ST
6260-006-039
+1700+00 +14 00 +15 00
WMWMWMWMWMWMxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxWM xxxx xxxxxxxxxxxxxxxxC INTERSECTION
16+87.17 BROCK AVE
14+60.00 PURITAN-CHEYENNE ALLEY=
L(10')(10')(10')(10')(3.9')(3.8')1
WALL
1 GATE
1 CONC
1 WALL
1 PP 1
GATE
1 CONC
1 WALL
1 WALL 1
FENCE
1 CONC
1 WALL
FENCE
1 GATE
1 CONC
1 WALL
1 CONC
1 FENCE
1 FENCE
1 15
15 13
15 15
15 15
15 1
PP
1 V-GUTTER
1 V-GUTTER
2 2
2 2
1 CONC
(89.99 LG)
(89.93 FL)
(90.03 LG)
(90.15 FS)
90.07 TC/FL
(90.08 FS)
JOIN EX
(89.97 FS)
JOIN EX
(89.90 TC)
(89.18 FL)
JOIN EX
(90.12 TC)
(89.42 FL)
JOIN EX
(90.32 FS)
JOIN EX
(90.20 FS)
JOIN EX
89.85 FS1.7%2.6%9.5%
2'
5 6
4 7
7 ALLEY
APPROACH
1 90.18 FS
90.10 TC/FL
89.98 FS
89.99 TC
89.49 FL
CIP NO. 24-03
ALLEYS 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 PAVEMENT.)
PROTECT IN PLACE.
EXISTING CONCRETE
PROPOSED CONCRETE IMPROVEMENTS
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 BOX TO GRADE.
7 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT ACCESS
RAMP WITH TRUNCATED DOME PER SPPWC STD PLAN NO. 111-5,
(CASE D, TYPE 2).
EXISTING BLOCK WALL
GENERAL NOTES:
1.CONTRACTOR SHALL REMOVE ALL AC, PCC, OR ANY
OTHER MATERIAL INTERFERING WITH NEW PAVEMENT
2.EXISTING JAGGED-EDGE CONCRETE TO JOIN NEW AC
SHALL BE SAWCUT STRAIGHT PRIOR TO PAVING.
3.DAMAGED OR BROKEN METER BOXES SHALL BE
REPLACED BY OWNER.
8 9
10 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
SIDEWALK PER SPPWC STD PLAN NO. 122-2.
NEW AC PAVEMENT
LEGEND
NEW TRUNCATED DOMES
15 ADJUST METER BOX 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 VALLEY GUTTER AND UNDERLYING SUBGRADE AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON SHEET 3.
EXISTING FENCE / GATExx
EXISTING RIGHT OF WAY
SAWCUT AND INSTALL CAST-IN-PLACE TRUNCATED DOME.
REMOVE EXISTING CONCRETE IMPROVEMENTS AND CONSTRUCT 4"
PCC PAD OVER 4" CMB PER ELEVATIONS ON PLAN.
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160
KREUZER CONSULTING GROUP
16 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
PAVEMENT AT DRIVEWAY LOCATION.
17 REMOVE AND DISPOSE EXISTING TREE STUMP.
18 GRIND/PRUNE EXISTING TREE ROOTS TO 6" (MIN) BELOW
PROPOSED AC PAVEMENT FINISHED SURFACE
PRELIMINARY
19 REMOVE EXISTING ALLEY PAVEMENT, BASE, AND/OR SUBGRADE
MATERIAL AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON
SHEET 3.
PURITAN-CHEYENNE ALLEY FROM STA 10+50 TO STA 15+50MATCH LINE STA 13+00 SEE ABOVE RIGHTMATCH LINE STA 10+50 SEE SHEET 16MATCH LINE STA 13+00 SEE BELOW LEFTMATCH LINE STA 15+50 SEE SHEET 31PURITAN-CHEYENNE ALLEY
PURITAN-CHEYENNE ALLEY BROCK AVE
8106 PURITAN ST
6260-005-065
8112 PURITAN ST
6260-005-064
8120 PURITAN ST
6260-005-063
8122 PURITAN ST
6260-005-062
8128 PURITAN ST
6260-005-061
8111 CHEYENNE AVE
6260-005-047
8117 CHEYENNE AVE
6260-005-048
8119 CHEYENNE AVE
6260-005-049
8127 CHEYENNE AVE
6260-005-050
8131 CHEYENNE AVE
6260-005-051
+16 00 +17 00 +18
WMWMWMWMWMWMWMxx xx xx xx xx xx xx xx xx xx xx
xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx xxWMWMWM(10')(10')(3.9')1 CONC 1
PP
1 WALL
1 GATE
1 WALL
1 FENCE
1 TREE
1 WALL
1 CONC
1 WALL
1 GATE
1 PP
1 WALL
1 WALL
FENCE
1 FENCE
1 FENCE
1 FENCE
1 WALL
1 TREE
1 TREE
1 FENCE
115
15 13
15 15
15 15 15
1 V-GUTTER
2 2
8136 PURITAN ST
6260-005-060
8138 PURITAN ST
6260-005-059
8144 PURITAN ST
6260-005-058
8150 PURITAN ST
6260-005-057
8135 CHEYENNE AVE
6260-005-052
8141 CHEYENNE AVE
6260-005-053
8143 CHEYENNE AVE
6260-005-0548128 PURITAN ST6260-005-0618131 CHEYENNE AVE6260-005-0518151 CHEYENNE AVE 6260-005-087
+00 +19 00 +20
WMWMWMWMxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx
xx xx xx xx xx xx xx WMxxxxxxWMWM(10')(10')(3.8')1
WALL
1 GATE
1 WALL
1 CONC
1 WALL
1 WALL
1 CONC
1 PP
1 FENCE
1 FENCE
1 WALL
1 CONC
FENCE
1 FENCE
1 TREE
1 WALL
1 WALL
1 WALL
1 WALL
1 FENCE
1 CONC
1 FENCE
1 15
15 15
13 15
15 14
15 1
V-GUTTER
2 2
CIP NO. 24-03
ALLEYS 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 PAVEMENT.)
PROTECT IN PLACE.
EXISTING CONCRETE
PROPOSED CONCRETE IMPROVEMENTS
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 BOX TO GRADE.
7 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT ACCESS
RAMP WITH TRUNCATED DOME PER SPPWC STD PLAN NO. 111-5,
(CASE D, TYPE 2).
EXISTING BLOCK WALL
GENERAL NOTES:
1.CONTRACTOR SHALL REMOVE ALL AC, PCC, OR ANY
OTHER MATERIAL INTERFERING WITH NEW PAVEMENT
2.EXISTING JAGGED-EDGE CONCRETE TO JOIN NEW AC
SHALL BE SAWCUT STRAIGHT PRIOR TO PAVING.
3.DAMAGED OR BROKEN METER BOXES SHALL BE
REPLACED BY OWNER.
8 9
10 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
SIDEWALK PER SPPWC STD PLAN NO. 122-2.
NEW AC PAVEMENT
LEGEND
NEW TRUNCATED DOMES
15 ADJUST METER BOX 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 VALLEY GUTTER AND UNDERLYING SUBGRADE AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON SHEET 3.
EXISTING FENCE / GATExx
EXISTING RIGHT OF WAY
SAWCUT AND INSTALL CAST-IN-PLACE TRUNCATED DOME.
REMOVE EXISTING CONCRETE IMPROVEMENTS AND CONSTRUCT 4"
PCC PAD OVER 4" CMB PER ELEVATIONS ON PLAN.
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160
KREUZER CONSULTING GROUP
16 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
PAVEMENT AT DRIVEWAY LOCATION.
17 REMOVE AND DISPOSE EXISTING TREE STUMP.
18 GRIND/PRUNE EXISTING TREE ROOTS TO 6" (MIN) BELOW
PROPOSED AC PAVEMENT FINISHED SURFACE
PRELIMINARY
19 REMOVE EXISTING ALLEY PAVEMENT, BASE, AND/OR SUBGRADE
MATERIAL AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON
SHEET 3.
PURITAN-CHEYENNE ALLEY FROM STA 15+50 TO STA 20+00MATCH LINE STA 18+00 SEE ABOVE RIGHTMATCH LINE STA 15+50 SEE SHEET 30MATCH LINE STA 18+00 SEE BELOW LEFTMATCH LINE STA 20+00 SEE SHEET 32PURITAN-CHEYENNE ALLEY
PURITAN-CHEYENNE ALLEY
8200 PURITAN ST
6260-004-045
8208 PURITAN ST
6260-004-044
8214 PURITAN ST
6260-004-043
12944 GNEISS AVE
6260-004-030
8207 CHEYENNE AVE
6260-004-031
8215 CHEYENNE AVE
6260-004-032
8151 CHEYENNE AVE
6260-005-087
8150 PURITAN ST
6260-005-057 +1700+00 +21 00 +22 00WM
WMWMWMWMWMWMWMxx xx xx xx xx xx xx xx xx xx
xxxx xx xx xx
xxxxxxxxxxxxxxxxxxxxxxxxxxxx
xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxC INTERSECTION
16+69.61 GNEISS AVE
20+60.00 PURITAN-CHEYENNE ALLEY=
L(10')(10')(10')(10')(3.8')(3.8')ALLEY
APPROACH
1 ALLEY
APPROACH
1 1
WALL
1 CONC
1 FENCE
1 FENCE
1 FENCE 1
CONC
1 WALL
1 GATE 1
CONC
1 FENCE
FENCE
1 WALL
1 FENCE
1 FENCE
1 WALL
1 GATE
1 WALL
1 CONC
1 GATE
1 WALL
1 CONC
1 15
15 15 15 15
15 13
15 15
1 V-GUTTER
1 V-GUTTER2
2 2
2 8218 PURITAN ST
6260-004-042
8226 PURITAN ST
6260-004-041
8230 PURITAN ST
6260-004-040
8234 PURITAN ST
6260-004-039
8240 PURITAN ST
6260-004-038
8221 CHEYENNE AVE
6260-004-033
8225 CHEYENNE AVE
6260-004-034
8229 CHEYENNE AVE
6260-004-035
8233 CHEYENNE AVE
6260-004-036
8239 CHEYENNE AVE
6260-004-0378214 PURITAN ST6260-004-0438215 CHEYENNE AVE6260-004-032+23 00 +24 00 WMWMWMWMWMWMxx xx xx xx xx xx xx
xxxx xx xx
xxxxxx
xxxxxxxxxxxx xx xx xx xx xx xx
xxxxxxxx
xx
WMWMxxxx
xxxx
xxxxxxxxxx xx
xxWM(10')(10')(3.9')1
PP
1 FENCE
1 CONC
1 FENCE
1 WALL
1 FENCE
1 WALL
1 FENCE
1 PP
1 CONC
1 FENCE
1 WALL
1 GATE
1 PP
1 WALL
CONC
1 GATE
1 FENCE
1 WALL
1 GATE
1 WALL
1 CONC
1 WALL
1 GATE
1 WALL
1 CONC
1 FENCE
1 FENCE
1 WALL
1 CONC
1 FENCE
1 WALL
1 GATE
1 WALL
1 15
15 15
15 15
15 15
151
V-GUTTER
2 2
CIP NO. 24-03
ALLEYS 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 PAVEMENT.)
PROTECT IN PLACE.
EXISTING CONCRETE
PROPOSED CONCRETE IMPROVEMENTS
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 BOX TO GRADE.
7 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT ACCESS
RAMP WITH TRUNCATED DOME PER SPPWC STD PLAN NO. 111-5,
(CASE D, TYPE 2).
EXISTING BLOCK WALL
GENERAL NOTES:
1.CONTRACTOR SHALL REMOVE ALL AC, PCC, OR ANY
OTHER MATERIAL INTERFERING WITH NEW PAVEMENT
2.EXISTING JAGGED-EDGE CONCRETE TO JOIN NEW AC
SHALL BE SAWCUT STRAIGHT PRIOR TO PAVING.
3.DAMAGED OR BROKEN METER BOXES SHALL BE
REPLACED BY OWNER.
8 9
10 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
SIDEWALK PER SPPWC STD PLAN NO. 122-2.
NEW AC PAVEMENT
LEGEND
NEW TRUNCATED DOMES
15 ADJUST METER BOX 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 VALLEY GUTTER AND UNDERLYING SUBGRADE AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON SHEET 3.
EXISTING FENCE / GATExx
EXISTING RIGHT OF WAY
SAWCUT AND INSTALL CAST-IN-PLACE TRUNCATED DOME.
REMOVE EXISTING CONCRETE IMPROVEMENTS AND CONSTRUCT 4"
PCC PAD OVER 4" CMB PER ELEVATIONS ON PLAN.
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160
KREUZER CONSULTING GROUP
16 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
PAVEMENT AT DRIVEWAY LOCATION.
17 REMOVE AND DISPOSE EXISTING TREE STUMP.
18 GRIND/PRUNE EXISTING TREE ROOTS TO 6" (MIN) BELOW
PROPOSED AC PAVEMENT FINISHED SURFACE
PRELIMINARY
19 REMOVE EXISTING ALLEY PAVEMENT, BASE, AND/OR SUBGRADE
MATERIAL AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON
SHEET 3.
PURITAN-CHEYENNE ALLEY FROM STA 20+00 TO STA 24+90MATCH LINE STA 22+50 SEE ABOVE RIGHTMATCH LINE STA 20+00 SEE SHEET 31MATCH LINE STA 22+50 SEE BELOW LEFTMATCH LINE STA 24+90 SEE SHEET 19PURITAN-CHEYENNE ALLEY
PURITAN-CHEYENNE ALLEY
GNEISS AVE
8018 DEVENIR AVE
6260-006-054
8019 PURITAN ST
6260-006-046
8024 DEVENIR AVE
6260-006-055
8030 DEVENIR AVE
6260-006-056
8034 DEVENIR AVE
6260-006-057
8040 DEVENIR AVE
6260-006-058
8025 PURITAN ST
6260-006-047
8029 PURITAN ST
6260-006-048
8033 PURITAN ST
6260-006-049
8041 PURITAN ST
6260-006-050
8013 PURITAN ST6260-006-0458014 DEVENIR AVE6260-006-053+11 00 +12 00 +13WMWM WMWMWMWMWMWMWMWMWMWMxx
xxxx xxxxxxxxxxxxxxxx
xxxxxxxxxxxx xx xx xxxx
xx
WM(10')(10')(5.6')1
PP
1 WALL
1 CONC 1
GATE
1 WALL
1 GATE
1 WALL
1 FENCE
1 WALL
1 GATE
1 PP
1 WALL
1 FENCE
1 GATE
1 WALL
1 CONC
1 FENCE
1 WALL
1 CONC
CONC
1 1
WV
GATE
1 GATE
1 WALL
1 CONC
1 FENCE
1 FENCE
1 CONC
1 1
POST
WALL
1 GATE
1 WALL
1 WALL
1 FENCE
1 CONC
1 1
WM
1 WM
15 15
15 15
15 15
15 1
1 1
V-GUTTER
2 2
CONC
1 WM
MH
8046 DEVENIR AVE
6260-006-059
8050 DEVENIR AVE
6260-006-060
8102 DEVENIR AVE
6260-005-086
8045 PURITAN ST
6260-006-061
8051 PURITAN ST
6260-006-062
8103 PURITAN ST
6260-005-067
8040 DEVENIR AVE
6260-006-058
8041 PURITAN ST
6260-006-050 +2000+00 +14 00 +15 00
WMWMWMxx xx
xx xx
xxxxxxxxxxxxxxxxxx xx
xx
xx xx xx xx xx xx
xxxx WMC INTERSECTION
19+77.17 BROCK AVE
14+60.00 DEVENIR-PURITAN ALLEY=
L(10')(10')(10')(10')(0.1')(4.2')1
WALL
1 CONC
1 CONC
1 CONC
1 WALL
1 FENCE
1 FENCE
1 CONC
1 PP
1 WALL
1 WALL
1 FENCE
1 CONC
1 PP
1 FENCE
ALLEY
APPROACH
1 CONC
1 WALL
1 GATE
1 WALL
1 GATE
1 WALL
1 WALL
1 FENCE
1 GATE
1 WALL
1 15
15 15
15 1
V-GUTTER
1 V-GUTTER
2 2
2 2
2 2
2 CONC
1 2'
5 6
4 7
7 8.6%2.0%1.8%(91.11 LG)
90.96 FS
(91.05 FL
(91.09 LG)
(91.28 FS)
(91.25 FS)
91.20 FS
91.12 TC/FL
(91.27 FS)
JOIN EX
(91.24 FS)
JOIN EX
91.28 FS
91.20 TC/FL
(91.35 FS)
JOIN EX
(91.22 FS)
JOIN EX
(91.12 TC)
(90.41 FL)
JOIN EX
(91.16 TC)
(90.54 FL)
JOIN EX
CIP NO. 24-03
ALLEYS 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 PAVEMENT.)
PROTECT IN PLACE.
EXISTING CONCRETE
PROPOSED CONCRETE IMPROVEMENTS
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 BOX TO GRADE.
7 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT ACCESS
RAMP WITH TRUNCATED DOME PER SPPWC STD PLAN NO. 111-5,
(CASE D, TYPE 2).
EXISTING BLOCK WALL
GENERAL NOTES:
1.CONTRACTOR SHALL REMOVE ALL AC, PCC, OR ANY
OTHER MATERIAL INTERFERING WITH NEW PAVEMENT
2.EXISTING JAGGED-EDGE CONCRETE TO JOIN NEW AC
SHALL BE SAWCUT STRAIGHT PRIOR TO PAVING.
3.DAMAGED OR BROKEN METER BOXES SHALL BE
REPLACED BY OWNER.
8 9
10 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
SIDEWALK PER SPPWC STD PLAN NO. 122-2.
NEW AC PAVEMENT
LEGEND
NEW TRUNCATED DOMES
15 ADJUST METER BOX 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 VALLEY GUTTER AND UNDERLYING SUBGRADE AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON SHEET 3.
EXISTING FENCE / GATExx
EXISTING RIGHT OF WAY
SAWCUT AND INSTALL CAST-IN-PLACE TRUNCATED DOME.
REMOVE EXISTING CONCRETE IMPROVEMENTS AND CONSTRUCT 4"
PCC PAD OVER 4" CMB PER ELEVATIONS ON PLAN.
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160
KREUZER CONSULTING GROUP
16 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
PAVEMENT AT DRIVEWAY LOCATION.
17 REMOVE AND DISPOSE EXISTING TREE STUMP.
18 GRIND/PRUNE EXISTING TREE ROOTS TO 6" (MIN) BELOW
PROPOSED AC PAVEMENT FINISHED SURFACE
PRELIMINARY
19 REMOVE EXISTING ALLEY PAVEMENT, BASE, AND/OR SUBGRADE
MATERIAL AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON
SHEET 3.
DEVENIR-PURITAN ALLEY FROM STA 10+50 TO STA 15+50MATCH LINE STA 13+00 SEE ABOVE RIGHTMATCH LINE STA 10+50 SEE SHEET 17MATCH LINE STA 13+00 SEE BELOW LEFTMATCH LINE STA 15+50 SEE SHEET 34DEVENIR-PURITAN ALLEY
DEVENIR-PURITAN ALLEY BROCK AVE
8108 DEVENIR AVE
6260-005-085
8114 DEVENIR AVE
6260-005-084
8118 DEVENIR AVE
6260-005-083
8126 DEVENIR AVE
6260-005-082
8130 DEVENIR AVE
6260-005-081
8109 PURITAN ST
6260-005-068
8117 PURITAN ST
6260-005-069
8121 PURITAN ST
6260-005-070
8125 PURITAN ST
6260-005-071
8131 PURITAN ST
6260-005-072
+16 00 +17 00 +18WMWM
WMWMWMWMxxxxxxxxxxxxxxxxxx xx xx xxxx xx xxxxxxxxxxxx
xx
xxxxxxxxxx
x
xxxWM(10')(10')(4.3')1
WALL
1 CONC
1 FENCE
1 WALL
1 GATE
1 WALL
1 CONC
1 GATE
1 PP
1 GATE
1 WALL
1 FENCE
1 GATE
1 WALL
1 FENCE
1 CONC
1 WALL
FENCE
1 WALL
1 CONC
1 FENCE
1 WALL
1 CONC
1 WALL
1 CONC
1 15
13 15
15 15
15 15 15
1 V-GUTTER
2 2
8136 DEVENIR AVE
6260-005-080
8138 DEVENIR AVE
6260-005-079
8144 DEVENIR AVE
6260-005-078
8150 DEVENIR AVE
6260-005-077
8135 PURITAN ST
6260-005-073
8141 PURITAN ST
6260-005-074
8145 PURITAN ST
6260-005-075
12913 GNEISS AVE
6260-005-0768130 DEVENIR AVE6260-005-0818131 PURITAN ST6260-005-072+00 +19 00 +20WMWM WMWMWMWMxxxxxxxxxxxxxxxxxx xx xx xx xxxx xxxx xx xx xx xx xx xx xx xx
xxxxWMWMWMxx
(10')(10')(4.3')1
WALL
1 FENCE
1 CONC
1 WALL
1 CONC
1 FENCE
1 WALL
1 WALL
1 GATE
1 WALL
1 WALL
1 FENCE
1 PP
1 FENCE
CONC
1 GATE
1 FENCE
1 CONC
1 WALL
1 FENCE
1 WALL
1 FENCE
1 15 PP
1 15
15 13
15 15
15 14
15 15
1 V-GUTTER
3 2
2 18+60
(93.25 FL)
JOIN EX.
19+98 HP
93.55 FL
19+98
93.63 LG
19+98
93.63 LG
CIP NO. 24-03
ALLEYS 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 PAVEMENT.)
PROTECT IN PLACE.
EXISTING CONCRETE
PROPOSED CONCRETE IMPROVEMENTS
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 BOX TO GRADE.
7 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT ACCESS
RAMP WITH TRUNCATED DOME PER SPPWC STD PLAN NO. 111-5,
(CASE D, TYPE 2).
EXISTING BLOCK WALL
GENERAL NOTES:
1.CONTRACTOR SHALL REMOVE ALL AC, PCC, OR ANY
OTHER MATERIAL INTERFERING WITH NEW PAVEMENT
2.EXISTING JAGGED-EDGE CONCRETE TO JOIN NEW AC
SHALL BE SAWCUT STRAIGHT PRIOR TO PAVING.
3.DAMAGED OR BROKEN METER BOXES SHALL BE
REPLACED BY OWNER.
8 9
10 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
SIDEWALK PER SPPWC STD PLAN NO. 122-2.
NEW AC PAVEMENT
LEGEND
NEW TRUNCATED DOMES
15 ADJUST METER BOX 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 VALLEY GUTTER AND UNDERLYING SUBGRADE AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON SHEET 3.
EXISTING FENCE / GATExx
EXISTING RIGHT OF WAY
SAWCUT AND INSTALL CAST-IN-PLACE TRUNCATED DOME.
REMOVE EXISTING CONCRETE IMPROVEMENTS AND CONSTRUCT 4"
PCC PAD OVER 4" CMB PER ELEVATIONS ON PLAN.
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160
KREUZER CONSULTING GROUP
16 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
PAVEMENT AT DRIVEWAY LOCATION.
17 REMOVE AND DISPOSE EXISTING TREE STUMP.
18 GRIND/PRUNE EXISTING TREE ROOTS TO 6" (MIN) BELOW
PROPOSED AC PAVEMENT FINISHED SURFACE
PRELIMINARY
19 REMOVE EXISTING ALLEY PAVEMENT, BASE, AND/OR SUBGRADE
MATERIAL AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON
SHEET 3.
DEVENIR-PURITAN ALLEY FROM STA 15+50 TO STA 20+00MATCH LINE STA 18+00 SEE ABOVE RIGHTMATCH LINE STA 15+50 SEE SHEET 33MATCH LINE STA 18+00 SEE BELOW LEFTMATCH LINE STA 20+00 SEE SHEET 35DEVENIR-PURITAN ALLEY
DEVENIR-PURITAN ALLEY
12908 GNEISS AVE
6260-004-054
8208 DEVENIR AVE
6260-004-055
8216 DEVENIR AVE
6260-004-056
12914 GNEISS AVE
6260-004-046
8209 PURITAN ST
6260-004-047
8215 PURITAN ST
6260-004-048
8150 DEVENIR AVE
6260-005-077
12913 GNEISS AVE
6260-005-076 +20+00 +21 00 +22 00WMWM
WMWMWMWMWMxx xx
xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx xx xx xx xxxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxWMC INTERSECTION
19+59.61 GNEISS AVE
20+60.00 DEVENIR-PURITAN ALLEY=
L
(10')(10')(10')(10')(4.3')(4.2')1
FENCE
1 ALLEY
APPROACH
1 ALLEY
APPROACH
1 PP
1 FENCE
1 FENCE
1 WALL
1 GATE
1 WALL
1 GATE
1 CONC
1 WALL
1 GATE
1 FENCE
FENCE
1 FENCE
1 FENCE
1 FENCE
1 WALL
1 GATE
1 GATE
1 FENCE
115
15 15 15
13 15
15 15
3 1
V-GUTTER
2 2
2 2
(93.41 LG)
(93.34 FL)
(93.40 FL)
8220 DEVENIR AVE
6260-004-057
8224 DEVENIR AVE
6260-004-058
8228 DEVENIR AVE
6260-004-059
8232 DEVENIR AVE
6260-004-060
8238 DEVENIR AVE
6260-004-061
8219 PURITAN ST
6260-004-049
8223 PURITAN ST
6260-004-050
8231 PURITAN ST
6260-004-051
8241 PURITAN ST
6260-004-0528216 DEVENIR AVE6260-004-0568215 PURITAN ST6260-004-048+23 00 +24 00 WMWMWMWMWMWMWMWMxxxxxxxx
xxxx xxxxxxxxxxxxxxWMxxxxxx
xx xx
WM(10')(10')(4.2')1
FENCE
1 PP
1 WALL
1 GATE
1 CONC
1 WALL
1 WALL
1 GATE
1 CONC
1 WALL
1 GATE
1 GATE
1 GATE
1 WALL
1 PP
1 GATE
1 GUY
WIRE
1 WALL 1
CONC
1 PP
1 CONC
WALL
1 CONC
1 WALL
1 CONC
1 WALL
1 WALL
1 WALL
1 WALL
1 WALL
1 15
15 15 15
15 15
15 15
13 15
15 1
V-GUTTER
1 V-GUTTER
3 2
2 23+62
(94.83 FL)
JOIN EX.
24+42 HP
95.02 FL
24+42
95.10 LG
24+42
95.10 LG
24+62
(94.98 FL)
JOIN EX.
CIP NO. 24-03
ALLEYS 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 PAVEMENT.)
PROTECT IN PLACE.
EXISTING CONCRETE
PROPOSED CONCRETE IMPROVEMENTS
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 BOX TO GRADE.
7 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT ACCESS
RAMP WITH TRUNCATED DOME PER SPPWC STD PLAN NO. 111-5,
(CASE D, TYPE 2).
EXISTING BLOCK WALL
GENERAL NOTES:
1.CONTRACTOR SHALL REMOVE ALL AC, PCC, OR ANY
OTHER MATERIAL INTERFERING WITH NEW PAVEMENT
2.EXISTING JAGGED-EDGE CONCRETE TO JOIN NEW AC
SHALL BE SAWCUT STRAIGHT PRIOR TO PAVING.
3.DAMAGED OR BROKEN METER BOXES SHALL BE
REPLACED BY OWNER.
8 9
10 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
SIDEWALK PER SPPWC STD PLAN NO. 122-2.
NEW AC PAVEMENT
LEGEND
NEW TRUNCATED DOMES
15 ADJUST METER BOX 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 VALLEY GUTTER AND UNDERLYING SUBGRADE AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON SHEET 3.
EXISTING FENCE / GATExx
EXISTING RIGHT OF WAY
SAWCUT AND INSTALL CAST-IN-PLACE TRUNCATED DOME.
REMOVE EXISTING CONCRETE IMPROVEMENTS AND CONSTRUCT 4"
PCC PAD OVER 4" CMB PER ELEVATIONS ON PLAN.
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160
KREUZER CONSULTING GROUP
16 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
PAVEMENT AT DRIVEWAY LOCATION.
17 REMOVE AND DISPOSE EXISTING TREE STUMP.
18 GRIND/PRUNE EXISTING TREE ROOTS TO 6" (MIN) BELOW
PROPOSED AC PAVEMENT FINISHED SURFACE
PRELIMINARY
19 REMOVE EXISTING ALLEY PAVEMENT, BASE, AND/OR SUBGRADE
MATERIAL AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON
SHEET 3.
DEVENIR-PURITAN ALLEY FROM STA 20+00 TO STA 24+90MATCH LINE STA 22+50 SEE ABOVE RIGHTMATCH LINE STA 20+00 SEE SHEET 34MATCH LINE STA 22+50 SEE BELOW LEFTMATCH LINE STA 24+90 SEE SHEET 19DEVENIR-PURITAN ALLEY
DEVENIR-PURITAN ALLEY
GNEISS AVE
8021 DEVENIR AVE
6260-011-034
8018 COMOLETTE ST
6260-011-047
8026 COMOLETTE ST
6260-011-046
8028 COMOLETTE ST
6260-011-045
8032 COMOLETTE ST
6260-011-044
8040 COMOLETTE ST
6260-011-043
8025 DEVENIR AVE
6260-011-035
8031 DEVENIR AVE
6260-011-036
8037 DEVENIR AVE
6260-011-037
8041 DEVENIR AVE
6260-011-038
8013 DEVENIR AVE6260-011-0338012 COMOLETTE ST6260-011-048+11 00 +12 00 +13EBWMWMWMWMWMWM xxxxxxxxxxxxxxxx
xxxxxxxxxxxxxxxxxxxxxxxx xx xx xx xx xxxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxWMxx
xxxxxxxxxxxx
xx
xx
xxxxWM(10')(10')(4.2')1
WALL
1 PP
1 FENCE
1 WALL
1 GATE
1 WALL
1 WALL
1 GATE
1 WALL
1 PP
1 FENCE
1 FENCE
WALL
1 FENCE
1 WALL
1 CONC
1 PB
1 GATE
1 WALL
1 GATE
1 WV
1 CONC
1 WALL
1 GATE
1 WALL
1 GATE
1 WALL
1 FENCE
1 WALL
1 GATE
1 CONC
1 WALL
1 WV
1 1
V-GUTTER
2 2
15 15
15 15
15 15
13 8046 COMOLETTE ST
6260-011-042
8050 COMOLETTE ST
6260-011-041
8102 COMOLETTE ST
6260-010-046
8043 DEVENIR AVE
6260-011-039
12845 BROCK AVE
6260-011-040
12848 BROCK AVE
6260-010-027
8041 DEVENIR AVE
6260-011-038
8040
COMOLETTE ST
6260-011-043 +2300+00 +14 00 +15 00
WMWM
WMWMWMxxxxxxxxxxxxxx xx
xxxxxxxxxx xx xxxxxxxx xx xx xx
xxxxxx xx xxxxxxxxWMxxxxxxxxxxWMC INTERSECTION
22+66.75 BROCK AVE
14+60.00 COMOLETTE-DEVENIR ALLEY=
L(10')(10')(10')(10')(4.2')(5.7')1
FENCE
1 FENCE
1 CONC
1 WALL
1 FENCE
1 PP
1 STAIRS
1 WALL
1 FENCE
1 WALL
1 GATE
1 PP
1 WALL
1 CONC
1 FENCE
CONC
1 WALL
1 GATE
1 FENCE
11 WALL FENCE
1 CONC
1 WALL
1 WALL
1 GATE
1 WALL
1 FENCE
1 WALL
1 1
V-GUTTER
1 V-GUTTER2
2 2
2 15
15 15 15
15 15
15 ALLEY
APPROACH
1 ALLEY
APPROACH
1 CIP NO. 24-03
ALLEYS 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 PAVEMENT.)
PROTECT IN PLACE.
EXISTING CONCRETE
PROPOSED CONCRETE IMPROVEMENTS
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 BOX TO GRADE.
7 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT ACCESS
RAMP WITH TRUNCATED DOME PER SPPWC STD PLAN NO. 111-5,
(CASE D, TYPE 2).
EXISTING BLOCK WALL
GENERAL NOTES:
1.CONTRACTOR SHALL REMOVE ALL AC, PCC, OR ANY
OTHER MATERIAL INTERFERING WITH NEW PAVEMENT
2.EXISTING JAGGED-EDGE CONCRETE TO JOIN NEW AC
SHALL BE SAWCUT STRAIGHT PRIOR TO PAVING.
3.DAMAGED OR BROKEN METER BOXES SHALL BE
REPLACED BY OWNER.
8 9
10 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
SIDEWALK PER SPPWC STD PLAN NO. 122-2.
NEW AC PAVEMENT
LEGEND
NEW TRUNCATED DOMES
15 ADJUST METER BOX 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 VALLEY GUTTER AND UNDERLYING SUBGRADE AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON SHEET 3.
EXISTING FENCE / GATExx
EXISTING RIGHT OF WAY
SAWCUT AND INSTALL CAST-IN-PLACE TRUNCATED DOME.
REMOVE EXISTING CONCRETE IMPROVEMENTS AND CONSTRUCT 4"
PCC PAD OVER 4" CMB PER ELEVATIONS ON PLAN.
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160
KREUZER CONSULTING GROUP
16 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
PAVEMENT AT DRIVEWAY LOCATION.
17 REMOVE AND DISPOSE EXISTING TREE STUMP.
18 GRIND/PRUNE EXISTING TREE ROOTS TO 6" (MIN) BELOW
PROPOSED AC PAVEMENT FINISHED SURFACE
PRELIMINARY
19 REMOVE EXISTING ALLEY PAVEMENT, BASE, AND/OR SUBGRADE
MATERIAL AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON
SHEET 3.
COMOLETTE-DEVENIR ALLEY FROM STA 10+50 TO STA 15+50MATCH LINE STA 13+00 SEE ABOVE RIGHTMATCH LINE STA 10+50 SEE SHEET 17MATCH LINE STA 13+00 SEE BELOW LEFTMATCH LINE STA 15+50 SEE SHEET 37COMOLETTE-DEVENIR ALLEY
COMOLETTE-DEVENIR ALLEY BROCK AVE
8106 COMOLETTE ST
6260-010-045
8110 COMOLETTE ST
6260-010-044
8120 COMOLETTE ST
6260-010-043
8124 COMOLETTE ST
6260-010-042
8130 COMOLETTE ST
6260-010-041
8107 DEVENIR AVE
6260-010-028
8115 DEVENIR AVE
6260-010-029
8121 DEVENIR AVE
6260-010-030
8125 DEVENIR AVE
6260-010-031
8131 DEVENIR AVE
6260-010-032
+16 00 +17 00 +18WMWMWMWM
WMWMWMWMWMxx
xxxxxxxxxxxxxxxxxxxx xxxxxx
xxxxxxxxxxxxxxxx xxxxxxWM(10')(10')(4.1')1
FENCE
1 CONC
1 WALL
1 FENCE
1 FENCE
1 CONC
1 WALL
1 GATE
1 WALL
1 PP
1 FENCE
1 WALL
1 GATE
1 GATE
1 CONC
1 WALL
GATE
1 CONC
1 WALL
1 CONC
1 CONC
1 CONC
1 GATE
1 WALL
1 FENCE
1 WALL
1 GATE
1 WALL
1 WALL
1 WALL
1 WALL
1 1
V-GUTTER
2 215
13 15
15 15 15
15 15 15
15 8134 COMOLETTE ST
6260-010-040
8140 COMOLETTE ST
6260-010-039
8144 COMOLETTE ST
6260-010-038
8150 COMOLETTE ST
6260-010-037
8135 DEVENIR AVE
6260-010-033
8141 DEVENIR AVE
6260-010-034
8145 DEVENIR AVE
6260-010-035
8151 DEVENIR AVE
6260-010-0368130 COMOLETTE ST6260-010-0418131 DEVENIR AVE6260-010-032+00 +19 00 +20WMWM WMWMWMWMWMxxxx xx xx xx
xxxxxxxxxxxxxxxxxx xx xx xx
xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx xx
(10')(10')(4.1')1
WALL
GATE
1 15
1 WALL
1 GATE
1 CONC
1 PP
1 GATE
1 FENCE
1 FENCE
1 WALL
1 FENCE
1 PP
1 CONC
1 WALL
1 FENCE
WALL
1 FENCE
1 WALL
1 CONC
1 FENCE
1 WALL
1 FENCE
1 WALL
1 FENCE
1 WALL
1 CONC
1 WALL
1 1
V-GUTTER 2
2 15
15 13
15 15
14 15
CIP NO. 24-03
ALLEYS 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 PAVEMENT.)
PROTECT IN PLACE.
EXISTING CONCRETE
PROPOSED CONCRETE IMPROVEMENTS
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 BOX TO GRADE.
7 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT ACCESS
RAMP WITH TRUNCATED DOME PER SPPWC STD PLAN NO. 111-5,
(CASE D, TYPE 2).
EXISTING BLOCK WALL
GENERAL NOTES:
1.CONTRACTOR SHALL REMOVE ALL AC, PCC, OR ANY
OTHER MATERIAL INTERFERING WITH NEW PAVEMENT
2.EXISTING JAGGED-EDGE CONCRETE TO JOIN NEW AC
SHALL BE SAWCUT STRAIGHT PRIOR TO PAVING.
3.DAMAGED OR BROKEN METER BOXES SHALL BE
REPLACED BY OWNER.
8 9
10 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
SIDEWALK PER SPPWC STD PLAN NO. 122-2.
NEW AC PAVEMENT
LEGEND
NEW TRUNCATED DOMES
15 ADJUST METER BOX 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 VALLEY GUTTER AND UNDERLYING SUBGRADE AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON SHEET 3.
EXISTING FENCE / GATExx
EXISTING RIGHT OF WAY
SAWCUT AND INSTALL CAST-IN-PLACE TRUNCATED DOME.
REMOVE EXISTING CONCRETE IMPROVEMENTS AND CONSTRUCT 4"
PCC PAD OVER 4" CMB PER ELEVATIONS ON PLAN.
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160
KREUZER CONSULTING GROUP
16 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
PAVEMENT AT DRIVEWAY LOCATION.
17 REMOVE AND DISPOSE EXISTING TREE STUMP.
18 GRIND/PRUNE EXISTING TREE ROOTS TO 6" (MIN) BELOW
PROPOSED AC PAVEMENT FINISHED SURFACE
PRELIMINARY
19 REMOVE EXISTING ALLEY PAVEMENT, BASE, AND/OR SUBGRADE
MATERIAL AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON
SHEET 3.
COMOLETTE-DEVENIR ALLEY FROM STA 15+50 TO STA 20+00MATCH LINE STA 18+00 SEE ABOVE RIGHTMATCH LINE STA 15+50 SEE SHEET 36MATCH LINE STA 18+00 SEE BELOW LEFTMATCH LINE STA 20+00 SEE SHEET 38COMOLETTE-DEVENIR ALLEY
COMOLETTE-DEVENIR ALLEY
8202 COMOLETTE ST
6260-009-039
8208 COMOLETTE ST
6260-009-038
8216 COMOLETTE ST
6260-009-037
12842 GNEISS AVE
6260-009-023
8209 DEVENIR AVE
6260-009-026
8217 DEVENIR AVE
6260-009-027
8151 DEVENIR AVE
6260-010-036
8150 COMOLETTE ST
6260-010-037
+00 +21 00 +22 00
WM
WMWMWM WMWMWMWMxxxxxxxxxxxxxxxxxx xx xx xx xx xx xx xx
xxxxxxxxxx xx xx xx xx xx xxxxxxxxxxxx
xxxxxxxxxxxxxxxxxxxxxxxxWMC INTERSECTION
22+49.36 GNEISS AVE
20+60.00 COMOLETTE-DEVENIR ALLEY=
L
(10')(10')(10')(10')(4.2')(4.2')1
FENCE
1 PP
1 FENCE
1 WALL
1 WALL
1 FENCE
WALL
1 WALL
1 WALL
1 WALL
1 GATE
1 CONC
1 WALL
1 FENCE
1 1
V-GUTTER
1 V-GUTTER
2 2
2 2
15 15
15 13
15 15 15
ALLEY
APPROACH
1 ALLEY
APPROACH
1 8220 COMOLETTE ST
6260-009-036
8226 COMOLETTE ST
6260-009-035
8230 COMOLETTE ST
6260-009-034
8232 COMOLETTE ST
6260-009-033
8240 COMOLETTE ST
6260-009-032
8217 DEVENIR AVE
6260-009-027
8221 DEVENIR AVE
6260-009-028
8229 DEVENIR AVE
6260-009-029
8233 DEVENIR AVE
6260-009-030
8239 DEVENIR AVE
6260-009-0318216 COMOLETTE ST6260-009-037+23 00 +24 00
WMWMWMWMWMWMWMWMWMWMxxxxxxxxxxxxxx xx xx
xxxxxxxxxxxxxxxxxx xx xx xx
xx xx xxxx xx xx xx xx
xx WMxx xx xx
xx xx
WM(10')(10')(4.3')1
PP
1 FENCE
1 CONC
1 WALL
1 CONC
1 WALL
1 GATE
1 WALL
1 WALL
1 PP
1 FENCE
1 GUY
WIRE
1 WALL
1 PP
FENCE
1 FENCE
1 CONC
1 WALL
1 WALL
1 FENCE
1 WALL
1 WALL
1 FENCE
1 WALL
1 GATE
1 WALL
1 FENCE
1 CONC
1 WALL
1 1
V-GUTTER
2 215
15 15
15 15 15
15 13
15 15
15 15
15 CIP NO. 24-03
ALLEYS 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 PAVEMENT.)
PROTECT IN PLACE.
EXISTING CONCRETE
PROPOSED CONCRETE IMPROVEMENTS
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 BOX TO GRADE.
7 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT ACCESS
RAMP WITH TRUNCATED DOME PER SPPWC STD PLAN NO. 111-5,
(CASE D, TYPE 2).
EXISTING BLOCK WALL
GENERAL NOTES:
1.CONTRACTOR SHALL REMOVE ALL AC, PCC, OR ANY
OTHER MATERIAL INTERFERING WITH NEW PAVEMENT
2.EXISTING JAGGED-EDGE CONCRETE TO JOIN NEW AC
SHALL BE SAWCUT STRAIGHT PRIOR TO PAVING.
3.DAMAGED OR BROKEN METER BOXES SHALL BE
REPLACED BY OWNER.
8 9
10 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
SIDEWALK PER SPPWC STD PLAN NO. 122-2.
NEW AC PAVEMENT
LEGEND
NEW TRUNCATED DOMES
15 ADJUST METER BOX 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 VALLEY GUTTER AND UNDERLYING SUBGRADE AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON SHEET 3.
EXISTING FENCE / GATExx
EXISTING RIGHT OF WAY
SAWCUT AND INSTALL CAST-IN-PLACE TRUNCATED DOME.
REMOVE EXISTING CONCRETE IMPROVEMENTS AND CONSTRUCT 4"
PCC PAD OVER 4" CMB PER ELEVATIONS ON PLAN.
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160
KREUZER CONSULTING GROUP
16 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
PAVEMENT AT DRIVEWAY LOCATION.
17 REMOVE AND DISPOSE EXISTING TREE STUMP.
18 GRIND/PRUNE EXISTING TREE ROOTS TO 6" (MIN) BELOW
PROPOSED AC PAVEMENT FINISHED SURFACE
PRELIMINARY
19 REMOVE EXISTING ALLEY PAVEMENT, BASE, AND/OR SUBGRADE
MATERIAL AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON
SHEET 3.
COMOLETTE-DEVENIR ALLEY FROM STA 20+00 TO STA 24+90MATCH LINE STA 22+50 SEE ABOVE RIGHTMATCH LINE STA 20+00 SEE SHEET 37MATCH LINE STA 22+50 SEE BELOW LEFTMATCH LINE STA 24+90 SEE SHEET 20COMOLETTE-DEVENIR ALLEY
COMOLETTE-DEVENIR ALLEY
GNEISS AVE
8020 ADOREE ST
6260-011-058
8024 ADOREE ST
6260-011-059
8028 ADOREE ST
6260-011-060
8034 ADOREE ST
6260-011-061
8038 ADOREE ST
6260-011-062
8021 COMOLETTE ST
6260-011-050
8027 COMOLETTE ST
6260-011-051
8031 COMOLETTE ST
6260-011-052
8037 COMOLETTE ST
6260-011-053
8039 COMOLETTE ST
6260-011-054
8017 COMOLETTE ST6260-011-0498016 ADOREE ST6260-011-057+11 00 +12 00 +13 WMWMWMWMWMWMWMWMWMxxxx xx xxxxxxxxxx xx xx
xx
xx
xxxx xx xxWM(10')(10')(3.8')1
GATE
1 WALL
1 GATE
1 CONC
1 WALL
1 GATE
1 FENCE
1 CONC
1 FENCE
1 WALL
1 WALL
1 WALL
1 GATE
1 WALL
1 FENCE
1 WALL
1 WALL
PP
1 WALL
1 GATE
1 WALL
1 CONC
1 GATE
1 WALL
1 POST
1 GATE
1 POST
1 WALL
1 CONC
1 WALL
1 GATE
1 WALL
1 GATE
1 WALL
1 PP
1 GATE
1 WALL
1 CONC
1 GATE
1 WALL
1 GATE
1 WALL
1 15 15
15 15
15 15
15 15 13
15 1
V-GUTTER
2 2
8044 ADOREE ST
6260-011-063
12805 BROCK AVE
6260-011-064
8102 ADOREE ST
6260-010-057
8047 COMOLETTE ST
6260-011-055
8053 COMOLETTE ST
6260-011-056
8101 COMOLETTE ST
6260-010-047
8038 ADOREE ST
6260-011-062
8039
COMOLETTE ST
6260-011-054
+00 +14 00 +15 00 WMWMWMWMWMWMxxxxxx
xxxxxxxxxx
xxxxxxC INTERSECTION
25+56.75 BROCK AVE
14+60.00 ADOREE-COMOLETTE ALLEY=
L(10')(10')(10')(10')(3.8')(3.6')1
WALL
1 WALL
1 FENCE
1 WALL
1 GATE
1 WALL
1 FENCE
1 CONC
1 WALL
1 GATE
1 FENCE
1 WALL
WALL
1 WALL
1 GATE
1 WALL
1 1
PP
WALL
1 PP
1 WALL
1ALLEY
APPROACH
1 ALLEY
APPROACH
1 15
15 15
15 15
15 1
V-GUTTER
1 V-GUTTER2
2 2
2 CIP NO. 24-03
ALLEYS 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 PAVEMENT.)
PROTECT IN PLACE.
EXISTING CONCRETE
PROPOSED CONCRETE IMPROVEMENTS
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 BOX TO GRADE.
7 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT ACCESS
RAMP WITH TRUNCATED DOME PER SPPWC STD PLAN NO. 111-5,
(CASE D, TYPE 2).
EXISTING BLOCK WALL
GENERAL NOTES:
1.CONTRACTOR SHALL REMOVE ALL AC, PCC, OR ANY
OTHER MATERIAL INTERFERING WITH NEW PAVEMENT
2.EXISTING JAGGED-EDGE CONCRETE TO JOIN NEW AC
SHALL BE SAWCUT STRAIGHT PRIOR TO PAVING.
3.DAMAGED OR BROKEN METER BOXES SHALL BE
REPLACED BY OWNER.
8 9
10 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
SIDEWALK PER SPPWC STD PLAN NO. 122-2.
NEW AC PAVEMENT
LEGEND
NEW TRUNCATED DOMES
15 ADJUST METER BOX 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 VALLEY GUTTER AND UNDERLYING SUBGRADE AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON SHEET 3.
EXISTING FENCE / GATExx
EXISTING RIGHT OF WAY
SAWCUT AND INSTALL CAST-IN-PLACE TRUNCATED DOME.
REMOVE EXISTING CONCRETE IMPROVEMENTS AND CONSTRUCT 4"
PCC PAD OVER 4" CMB PER ELEVATIONS ON PLAN.
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160
KREUZER CONSULTING GROUP
16 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
PAVEMENT AT DRIVEWAY LOCATION.
17 REMOVE AND DISPOSE EXISTING TREE STUMP.
18 GRIND/PRUNE EXISTING TREE ROOTS TO 6" (MIN) BELOW
PROPOSED AC PAVEMENT FINISHED SURFACE
PRELIMINARY
19 REMOVE EXISTING ALLEY PAVEMENT, BASE, AND/OR SUBGRADE
MATERIAL AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON
SHEET 3.
ADOREE-COMOLETTE ALLEY FROM STA 10+50 TO STA 15+50MATCH LINE STA 13+00 SEE ABOVE RIGHTMATCH LINE STA 10+50 SEE SHEET 18MATCH LINE STA 13+00 SEE BELOW LEFTMATCH LINE STA 15+50 SEE SHEET 40ADOREE-COMOLETTE ALLEY
ADOREE-COMOLETTE ALLEY BROCK AVE
8108 ADOREE ST
6260-010-058
8116 ADOREE ST
6260-010-059
8120 ADOREE ST
6260-010-060
8124 ADOREE ST
6260-010-061
8128 ADOREE ST
6260-010-062
8111 COMOLETTE ST
6260-010-048
8115 COMOLETTE ST
6260-010-049
8121 COMOLETTE ST
6260-010-050
8125 COMOLETTE ST
6260-010-051
8129 COMOLETTE ST
6260-010-052
+16 00 +17 00 +18WM
WMWMWMWMxx xx xx xx xx xxxxxxxxxxxxxxxxxxxxxxxxxxxx
xx
xxWMxx
WM(10')(10')(3.6')1
WALL
1 WALL
1 WALL
1 FENCE
1 WALL
1 GATE
1 WALL
1 CONC
1 WALL
1 GATE
1 CONC
1 WALL
1 GATE
1 WALL
1 FENCE
WALL
1 GATE
1 WALL
1 PP
1 WALL
1 FENCE
1 PP
1 WALL
1 GATE
1 WALL
1 WALL
1 GATE
1 WALL
1 WALL
1 GATE
1 WALL
1 13
15 15
15 15
15 15
15 1
V-GUTTER
2 2
8134 ADOREE ST
6260-010-063
8140 ADOREE ST
6260-010-064
8144 ADOREE ST
6260-010-065
12807 GNEISS AVE
6260-010-066
8137 COMOLETTE ST
6260-010-053
8141 COMOLETTE ST
6260-010-054
8147 COMOLETTE ST
6260-010-055
8151 COMOLETTE ST
6260-010-056
8128
ADOREE ST
6260-010-062
8129 COMOLETTE ST6260-010-052+00 +19 00 +20WMWMWM
WMxxxxxxxx
xx
xxxxxxxxxxxxxx xx xx WM(10')(10')(3.7')1
FENCE
1 WALL
1 GATE
1 WALL
1 WALL
1 GATE
1 WALL 1
CONC
1 WALL
1 FENCE
WALL
1 PP
1 WALL
1 GATE
1 GATE
1 CONC
1 WALL
1 FENCE
1 WALL
1 WALL
1 PP
1 WALL
1 13
15 15
15 15
15 1
V-GUTTER
2 2
CIP NO. 24-03
ALLEYS 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 PAVEMENT.)
PROTECT IN PLACE.
EXISTING CONCRETE
PROPOSED CONCRETE IMPROVEMENTS
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 BOX TO GRADE.
7 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT ACCESS
RAMP WITH TRUNCATED DOME PER SPPWC STD PLAN NO. 111-5,
(CASE D, TYPE 2).
EXISTING BLOCK WALL
GENERAL NOTES:
1.CONTRACTOR SHALL REMOVE ALL AC, PCC, OR ANY
OTHER MATERIAL INTERFERING WITH NEW PAVEMENT
2.EXISTING JAGGED-EDGE CONCRETE TO JOIN NEW AC
SHALL BE SAWCUT STRAIGHT PRIOR TO PAVING.
3.DAMAGED OR BROKEN METER BOXES SHALL BE
REPLACED BY OWNER.
8 9
10 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
SIDEWALK PER SPPWC STD PLAN NO. 122-2.
NEW AC PAVEMENT
LEGEND
NEW TRUNCATED DOMES
15 ADJUST METER BOX 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 VALLEY GUTTER AND UNDERLYING SUBGRADE AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON SHEET 3.
EXISTING FENCE / GATExx
EXISTING RIGHT OF WAY
SAWCUT AND INSTALL CAST-IN-PLACE TRUNCATED DOME.
REMOVE EXISTING CONCRETE IMPROVEMENTS AND CONSTRUCT 4"
PCC PAD OVER 4" CMB PER ELEVATIONS ON PLAN.
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160
KREUZER CONSULTING GROUP
16 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
PAVEMENT AT DRIVEWAY LOCATION.
17 REMOVE AND DISPOSE EXISTING TREE STUMP.
18 GRIND/PRUNE EXISTING TREE ROOTS TO 6" (MIN) BELOW
PROPOSED AC PAVEMENT FINISHED SURFACE
PRELIMINARY
19 REMOVE EXISTING ALLEY PAVEMENT, BASE, AND/OR SUBGRADE
MATERIAL AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON
SHEET 3.
ADOREE-COMOLETTE ALLEY FROM STA 15+50 TO STA 20+00MATCH LINE STA 18+00 SEE ABOVE RIGHTMATCH LINE STA 15+50 SEE SHEET 39MATCH LINE STA 18+00 SEE BELOW LEFTMATCH LINE STA 20+00 SEE SHEET 41ADOREE-COMOLETTE ALLEY
ADOREE-COMOLETTE ALLEY
8202 ADOREE ST
6260-009-048
8208 ADOREE ST
6260-009-049
8214 ADOREE ST
6260-009-050
8203 COMOLETTE ST
6260-009-040
8209 COMOLETTE ST
6260-009-041
8215 COMOLETTE ST
6260-009-042
12807 GNEISS AVE
6260-010-066
8151 COMOLETTE ST
6260-010-056
+2500+00 +21 00 +22 00WMWM
WMWMxxxxxxxxxxxxxxWMxx WMxx
xxxxWMC INTERSECTION
25+39.36 GNEISS AVE
20+60.00 ADOREE-COMOLETTE ALLEY=
L(10')(10')(10')(10')(3.8')(3.7')1
FENCE
1 WALL
1 WALL
1 WALL
1 CONC
1 GATE
1 WALL
1 FENCE
1 WALL
1 CONC
1 WALL
1 GATE
WALL
1 PP
1 SIGN
1 WALL
1 GATE
1 WALL
1 GATE
1 WALL
1 WALL
1 WALL
1 CONC
1 ALLEY
APPROACH
1 ALLEY
APPROACH
1 15
15 13
15 15
15 15
15 1
V-GUTTER
2 2
2 2
1 V-GUTTER
8218 ADOREE ST
6260-009-051
8224 ADOREE ST
6260-009-052
8228 ADOREE ST
6260-009-053
8236 ADOREE ST
6260-009-054
8240 ADOREE ST
6260-009-055
8219 COMOLETTE ST
6260-009-043
8225 COMOLETTE ST
6260-009-044
8231 COMOLETTE ST
6260-009-045
8235 COMOLETTE ST
6260-009-046
8241 COMOLETTE ST
6260-009-047
8215 COMOLETTE ST6260-009-0428214 ADOREE ST6260-009-050+23 00 +24 00WMWMWM WMWMWMWMWMWMxx xx xx xx xx xx xxxx
xxxx
xx
xxxxxx xx WM(10')(10')(3.8')1
GATE
1 WALL
1 GATE
1 CONC
1 WALL
1 GATE
1 WALL
1 GATE
1 WALL
1 GATE
1 WALL
1 CONC
1 WALL
1 GATE
1 WALL
1 FENCE
1 FENCE
1 WALL
1 CONC
CONC
1 PP
1 WALL
1 CONC
1 WALL
1 WALL
1 GATE
1 WALL
1 FENCE
1 WALL
1 WALL
1 GATE
1 WALL
1 PP
1 WALL
1 GUY
WIRE
1 WALL
1 WALL
1 15
15 15
15 15
15 15 15
13 15
15 1
V-GUTTER 2
2 CIP NO. 24-03
ALLEYS 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 PAVEMENT.)
PROTECT IN PLACE.
EXISTING CONCRETE
PROPOSED CONCRETE IMPROVEMENTS
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 BOX TO GRADE.
7 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT ACCESS
RAMP WITH TRUNCATED DOME PER SPPWC STD PLAN NO. 111-5,
(CASE D, TYPE 2).
EXISTING BLOCK WALL
GENERAL NOTES:
1.CONTRACTOR SHALL REMOVE ALL AC, PCC, OR ANY
OTHER MATERIAL INTERFERING WITH NEW PAVEMENT
2.EXISTING JAGGED-EDGE CONCRETE TO JOIN NEW AC
SHALL BE SAWCUT STRAIGHT PRIOR TO PAVING.
3.DAMAGED OR BROKEN METER BOXES SHALL BE
REPLACED BY OWNER.
8 9
10 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
SIDEWALK PER SPPWC STD PLAN NO. 122-2.
NEW AC PAVEMENT
LEGEND
NEW TRUNCATED DOMES
15 ADJUST METER BOX 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 VALLEY GUTTER AND UNDERLYING SUBGRADE AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON SHEET 3.
EXISTING FENCE / GATExx
EXISTING RIGHT OF WAY
SAWCUT AND INSTALL CAST-IN-PLACE TRUNCATED DOME.
REMOVE EXISTING CONCRETE IMPROVEMENTS AND CONSTRUCT 4"
PCC PAD OVER 4" CMB PER ELEVATIONS ON PLAN.
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160
KREUZER CONSULTING GROUP
16 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
PAVEMENT AT DRIVEWAY LOCATION.
17 REMOVE AND DISPOSE EXISTING TREE STUMP.
18 GRIND/PRUNE EXISTING TREE ROOTS TO 6" (MIN) BELOW
PROPOSED AC PAVEMENT FINISHED SURFACE
PRELIMINARY
19 REMOVE EXISTING ALLEY PAVEMENT, BASE, AND/OR SUBGRADE
MATERIAL AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON
SHEET 3.
ADOREE-COMOLETTE ALLEY FROM STA 20+00 TO STA 24+90MATCH LINE STA 22+50 SEE ABOVE RIGHTMATCH LINE STA 20+00 SEE SHEET 40MATCH LINE STA 22+50 SEE BELOW LEFTMATCH LINE STA 24+90 SEE SHEET 21ADOREE-COMOLETTE ALLEY
ADOREE-COMOLETTE ALLEY
GNEISS AVE
12843 COLUMBIA WAY
6256-013-027
12847 COLUMBIA WAY
6256-013-028
9181 COLUMBIA WAY
6256-013-029
12752 COWLEY AVE
6256-013-003
12758 COWLEY AVE
6256-013-002
12762 COWLEY AVE
6256-013-001
12837 COLUMBIA WAY6256-013-02612746 COWLEY AVE
6256-013-004
+10 00 +11 00 +12+800xx xxxxxxxxxx
EBC INTERSECTION
8+30.00 ADOREE ST
10+00.00 COWLEY-COLUMBIA ALLEY=
L
(10')(10')(0.2')1
PP
1 GUY
WIRE
1 WALL
1 CONC
1 GATE
1 WALL
1 PP
1 CONC 1
CONC
1 WALL
1 FENCE
1 CONC
1 WALL
1 GATE
1 WALL
1 WALL
1 CONC
SIGN
1 WALL
1 GATE
1 WALL
1 CONC
1 WALL
1 GATE
1 WALL
1 CONC
1 WALL
1 GATE
1 WALL
1 CONC
1 13
1 V-GUTTER
2 2
1 ALLEY
APPROACH
12823 COLUMBIA WAY
6256-013-023
12829 COLUMBIA WAY
6256-013-024
12833 COLUMBIA WAY
6256-013-025
12837 COLUMBIA WAY
6256-013-026
12732 COWLEY AVE
6256-013-007
12736 COWLEY AVE
6256-013-006
12742 COWLEY AVE
6256-013-005
12746 COWLEY AVE
6256-013-004
12817 COLUMBIA WAY6256-013-02212726 COWLEY AVE
6256-013-008
+00 +13 00 +14xxxxxxxx
xxxxxxxxxxxxxxxxxxxx xx xx
xx xx
xxxx(10')(10')(0.1')1
CONC
1 WALL
1 GATE
1 WALL
1 PP
1 CONC
1 WALL
1 GATE
1 GATE
1 CONC
1 CONC 1
WALL
1 FENCE
1 PP
1 WALL
1 GATE
1 WALL
CONC
1 WALL
1 CONC
1 GATE
1 WALL
1 CONC
1 GATE
1 WALL
1 FENCE
1 CONC
1 WALL
1 WALL
1 1
V-GUTTER 2
2 CIP NO. 24-03
ALLEYS 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 PAVEMENT.)
PROTECT IN PLACE.
EXISTING CONCRETE
PROPOSED CONCRETE IMPROVEMENTS
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 BOX TO GRADE.
7 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT ACCESS
RAMP WITH TRUNCATED DOME PER SPPWC STD PLAN NO. 111-5,
(CASE D, TYPE 2).
EXISTING BLOCK WALL
GENERAL NOTES:
1.CONTRACTOR SHALL REMOVE ALL AC, PCC, OR ANY
OTHER MATERIAL INTERFERING WITH NEW PAVEMENT
2.EXISTING JAGGED-EDGE CONCRETE TO JOIN NEW AC
SHALL BE SAWCUT STRAIGHT PRIOR TO PAVING.
3.DAMAGED OR BROKEN METER BOXES SHALL BE
REPLACED BY OWNER.
8 9
10 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
SIDEWALK PER SPPWC STD PLAN NO. 122-2.
NEW AC PAVEMENT
LEGEND
NEW TRUNCATED DOMES
15 ADJUST METER BOX 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 VALLEY GUTTER AND UNDERLYING SUBGRADE AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON SHEET 3.
EXISTING FENCE / GATExx
EXISTING RIGHT OF WAY
SAWCUT AND INSTALL CAST-IN-PLACE TRUNCATED DOME.
REMOVE EXISTING CONCRETE IMPROVEMENTS AND CONSTRUCT 4"
PCC PAD OVER 4" CMB PER ELEVATIONS ON PLAN.
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160
KREUZER CONSULTING GROUP
16 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
PAVEMENT AT DRIVEWAY LOCATION.
17 REMOVE AND DISPOSE EXISTING TREE STUMP.
18 GRIND/PRUNE EXISTING TREE ROOTS TO 6" (MIN) BELOW
PROPOSED AC PAVEMENT FINISHED SURFACE
PRELIMINARY
19 REMOVE EXISTING ALLEY PAVEMENT, BASE, AND/OR SUBGRADE
MATERIAL AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON
SHEET 3.
COWLEY-COLUMBIA ALLEY FROM ADOREE STREET TO STA 14+00MATCH LINE STA 12+00 SEE ABOVE RIGHT MATCH LINE STA 12+00 SEE BELOW LEFT MATCH LINE STA 14+00 SEE SHEET 43COWLEY-COLUMBIA ALLEY
COWLEY-COLUMBIA ALLEY
ADOREE ST
12803 COLUMBIA WAY
6256-013-019
12807 COLUMBIA WAY
6256-013-020
12811 COLUMBIA WAY
6256-013-021
12817 COLUMBIA WAY
6256-013-022
12712 COWLEY AVE
6256-013-011
12718 COWLEY AVE
6256-013-010
12722 COWLEY AVE
6256-013-009
12726 COWLEY AVE
6256-013-008
6256-013-02212708 COWLEY AVE
6256-013-012
+00 +15 00 +16xxxxxxxxxx
xx xx
xxxxxxxxxx(10')(10')(0.1')1
GATE
1 WALL
1 GATE
1 CONC
1 WALL
1 FENCE
1 CONC
1 WALL
1 CONC
1 WALL
1 PP
1 WALL
1 CONC
1 GATE
1 WALL 1
GATE
1 WALL
WALL
1 GATE
1 WALL
1 CONC
1 WALL
1 GATE
1 CONC
1 WALL
1 WALL
1 CONC
1 WALL
1 FENCE
1 WALL
1 GATE
1 WALL
1 GATE
1 WALL
1 CONC
1 WALL
1 13
1 V-GUTTER
2 2
12641 COLUMBIA WAY
6256-013-018
12637 COLUMBIA WAY
6256-013-017
12647 COLUMBIA WAY
6256-013-030
12640 COWLEY AVE
6256-013-015
12644 COWLEY AVE
6256-013-014
12702 COWLEY AVE
6256-013-013
12708 COWLEY AVE
6256-013-012
12803 COLUMBIA WAY6256-013-01912636 COWLEY AVE
6256-013-016
+00 +17 00 +18
xxxx xxxxxx xxxx (10')(10')(0.1')1
WALL
1 GATE
1 PP
1 CONC
1 WALL
1 CONC
1 WALL
1 PP
1 GUY
WIRE
1 CONC
1 WALL
1 WALL
1 PP
1 CONC
1 WALL
CONC
1 WALL
1 GATE
1 WALL
1 WALL
1 CONC
1 WALL
1 GATE
1 WALL
1 WALL
1 CONC
1 GATE
1 WALL
1 WALL
1 CONC
1 GATE
1 WALL
1 WALL
1 13
1 V-GUTTER
32 2
17+38
(95.10 FL)
JOIN EX.
17+84 HP
95.19 FL
17+84 HP
95.27 LG
17+84 HP
95.27 LG
CIP NO. 24-03
ALLEYS 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 PAVEMENT.)
PROTECT IN PLACE.
EXISTING CONCRETE
PROPOSED CONCRETE IMPROVEMENTS
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 BOX TO GRADE.
7 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT ACCESS
RAMP WITH TRUNCATED DOME PER SPPWC STD PLAN NO. 111-5,
(CASE D, TYPE 2).
EXISTING BLOCK WALL
GENERAL NOTES:
1.CONTRACTOR SHALL REMOVE ALL AC, PCC, OR ANY
OTHER MATERIAL INTERFERING WITH NEW PAVEMENT
2.EXISTING JAGGED-EDGE CONCRETE TO JOIN NEW AC
SHALL BE SAWCUT STRAIGHT PRIOR TO PAVING.
3.DAMAGED OR BROKEN METER BOXES SHALL BE
REPLACED BY OWNER.
8 9
10 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
SIDEWALK PER SPPWC STD PLAN NO. 122-2.
NEW AC PAVEMENT
LEGEND
NEW TRUNCATED DOMES
15 ADJUST METER BOX 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 VALLEY GUTTER AND UNDERLYING SUBGRADE AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON SHEET 3.
EXISTING FENCE / GATExx
EXISTING RIGHT OF WAY
SAWCUT AND INSTALL CAST-IN-PLACE TRUNCATED DOME.
REMOVE EXISTING CONCRETE IMPROVEMENTS AND CONSTRUCT 4"
PCC PAD OVER 4" CMB PER ELEVATIONS ON PLAN.
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160
KREUZER CONSULTING GROUP
16 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
PAVEMENT AT DRIVEWAY LOCATION.
17 REMOVE AND DISPOSE EXISTING TREE STUMP.
18 GRIND/PRUNE EXISTING TREE ROOTS TO 6" (MIN) BELOW
PROPOSED AC PAVEMENT FINISHED SURFACE
PRELIMINARY
19 REMOVE EXISTING ALLEY PAVEMENT, BASE, AND/OR SUBGRADE
MATERIAL AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON
SHEET 3.
COWLEY-COLUMBIA ALLEY FROM STA 14+00 TO STA 18+00MATCH LINE STA 16+00 SEE ABOVE RIGHT MATCH LINE STA 14+00 SEE SHEET 42MATCH LINE STA 16+00 SEE BELOW LEFT MATCH LINE STA 18+00 SEE SHEET 44COWLEY-COLUMBIA ALLEY
COWLEY-COLUMBIA ALLEY
12629 COLUMBIA WAY
6256-012-001
12636 COWLEY AVE
6256-013-016
12637 COLUMBIA WAY
6256-013-017
+00+19 00 +19 99
+2000xxxxxxxxxxxxC INTERSECTION
20+00.00 COLUMBIA WY
19+98.56 COWLEY-COLUMBIA ALLEY=
L
(10')(10')(0.5')1
WALL
1 CONC
1 GATE
1 WALL
1 SIGN
POST
1 GATE
1CONC
WALL
1 GATE
1 WALL
1 CONC
1 WALL
1 WALL
1 FENCE
1 PP
1 POST
1 1
GUY
WIRE
14 3
2 2
18+29
95.10 FL
18+28
95.18 LG
18+28
95.18 LG
18+30
95.18 LG
95.10 LG
94.92 LG
94.84 FL
94.92 LG
6.9%3.0%2.4%2'
5 6
4 7
7 (95.19 FS)
(95.14 FS)
95.08 TC/FL
(94.92 TC)
(94.26 FL)
JOIN EX
95.15 TC/FL
(94.86 TC)
(94.24 FL)
JOIN EX
94.78 LG
(95.19 FS)
JOIN EX
(95.11 FS)
JOIN EX
(95.19 FS)
JOIN EX
(95.13 FS)
JOIN EX
CIP NO. 24-03
ALLEYS 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 PAVEMENT.)
PROTECT IN PLACE.
EXISTING CONCRETE
PROPOSED CONCRETE IMPROVEMENTS
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 BOX TO GRADE.
7 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT ACCESS
RAMP WITH TRUNCATED DOME PER SPPWC STD PLAN NO. 111-5,
(CASE D, TYPE 2).
EXISTING BLOCK WALL
GENERAL NOTES:
1.CONTRACTOR SHALL REMOVE ALL AC, PCC, OR ANY
OTHER MATERIAL INTERFERING WITH NEW PAVEMENT
2.EXISTING JAGGED-EDGE CONCRETE TO JOIN NEW AC
SHALL BE SAWCUT STRAIGHT PRIOR TO PAVING.
3.DAMAGED OR BROKEN METER BOXES SHALL BE
REPLACED BY OWNER.
8 9
10 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
SIDEWALK PER SPPWC STD PLAN NO. 122-2.
NEW AC PAVEMENT
LEGEND
NEW TRUNCATED DOMES
15 ADJUST METER BOX 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 VALLEY GUTTER AND UNDERLYING SUBGRADE AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON SHEET 3.
EXISTING FENCE / GATExx
EXISTING RIGHT OF WAY
SAWCUT AND INSTALL CAST-IN-PLACE TRUNCATED DOME.
REMOVE EXISTING CONCRETE IMPROVEMENTS AND CONSTRUCT 4"
PCC PAD OVER 4" CMB PER ELEVATIONS ON PLAN.
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160
KREUZER CONSULTING GROUP
16 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
PAVEMENT AT DRIVEWAY LOCATION.
17 REMOVE AND DISPOSE EXISTING TREE STUMP.
18 GRIND/PRUNE EXISTING TREE ROOTS TO 6" (MIN) BELOW
PROPOSED AC PAVEMENT FINISHED SURFACE
PRELIMINARY
19 REMOVE EXISTING ALLEY PAVEMENT, BASE, AND/OR SUBGRADE
MATERIAL AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON
SHEET 3.
COWLEY-COLUMBIA ALLEY FROM STA 18+00 TO COLUMBIA WAY
MATCH LINE STA 18+00 SEE SHEET 43
COWLEY-COLUMBIA ALLEY COLUMBIA WY
7100 STEWART AND GRAY RD
6232-020-005
7104 STEWART AND GRAY RD
6232-020-006
7108 STEWART AND GRAY RD
6232-020-007
7112 STEWART AND GRAY RD
6232-020-008
7101 COLE ST
6232-020-018
7105 COLE ST
6232-020-017
7109 COLE ST
6232-020-016
7113 COLE ST
6232-020-015
7116 STEWART AND GRAY RD
6232-020-009
7117 COLE ST
6232-020-014
+10 00 +11 00 +12 00xxxxxxxxxxxxxx xxxx(10')(10')(0.1')1 WALL
1 WALL
WALL
1 FENCE
1 WALL
1 WALL
1 CONC
1 GATE
1 GATE
1 FENCE
1 WALL
1 FENCE
1 WALL
1 FENCE
1 WALL
1 WALL
1 14
13 1
V-GUTTER2
2 7120 STEWART AND GRAY RD
6232-020-010
7124 STEWART AND GRAY RD
6232-020-011
7121 COLE ST
6232-020-013
7125 COLE ST
6232-020-012
7134 STEWART AND GRAY RD
6232-012-001
7133 COLE ST
6232-012-016
7116 STEWART AND GRAY RD
6232-020-009
7117 COLE ST
6232-020-014
+13 00 +14 00 +15
xxxxxxxxxxxxxx
C INTERSECTION
8+53.35 PERNELL AVE
14+21.05 STEWART & GRAY-COLE ALLEY=
L(10')(10')(10')(10')(0.2')(0.0')1
WALL
1 GATE 1
GATE
1 CONC
1 WALL
WALL
1 GATE
1 WALL
1 GATE
1 WALL
1 CONC
1 GATE
1 WALL
1 WALL
1 CONC
1 GATE
1 WALL
1 1
V-GUTTER
1 V-GUTTER
2 2
2 2
ALLEY
APPROACH
1 ALLEY
APPROACH
1 CIP NO. 24-03
ALLEYS 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 PAVEMENT.)
PROTECT IN PLACE.
EXISTING CONCRETE
PROPOSED CONCRETE IMPROVEMENTS
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 BOX TO GRADE.
7 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT ACCESS
RAMP WITH TRUNCATED DOME PER SPPWC STD PLAN NO. 111-5,
(CASE D, TYPE 2).
EXISTING BLOCK WALL
GENERAL NOTES:
1.CONTRACTOR SHALL REMOVE ALL AC, PCC, OR ANY
OTHER MATERIAL INTERFERING WITH NEW PAVEMENT
2.EXISTING JAGGED-EDGE CONCRETE TO JOIN NEW AC
SHALL BE SAWCUT STRAIGHT PRIOR TO PAVING.
3.DAMAGED OR BROKEN METER BOXES SHALL BE
REPLACED BY OWNER.
8 9
10 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
SIDEWALK PER SPPWC STD PLAN NO. 122-2.
NEW AC PAVEMENT
LEGEND
NEW TRUNCATED DOMES
15 ADJUST METER BOX 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 VALLEY GUTTER AND UNDERLYING SUBGRADE AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON SHEET 3.
EXISTING FENCE / GATExx
EXISTING RIGHT OF WAY
SAWCUT AND INSTALL CAST-IN-PLACE TRUNCATED DOME.
REMOVE EXISTING CONCRETE IMPROVEMENTS AND CONSTRUCT 4"
PCC PAD OVER 4" CMB PER ELEVATIONS ON PLAN.
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160
KREUZER CONSULTING GROUP
16 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
PAVEMENT AT DRIVEWAY LOCATION.
17 REMOVE AND DISPOSE EXISTING TREE STUMP.
18 GRIND/PRUNE EXISTING TREE ROOTS TO 6" (MIN) BELOW
PROPOSED AC PAVEMENT FINISHED SURFACE
PRELIMINARY
19 REMOVE EXISTING ALLEY PAVEMENT, BASE, AND/OR SUBGRADE
MATERIAL AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON
SHEET 3.
STEWART AND GRAY-COLE ALLEY FROM STA 10+00 TO STA 15+00MATCH LINE STA 12+50 SEE BELOW LEFTSTEWART AND GRAY-COLE ALLEY MATCH LINE STA 12+50 SEE ABOVE RIGHTMATCH LINE STA 15+00 SEE SHEET 46PERNELL AVE
STEWART AND GRAY-COLE ALLEY
7138 STEWART AND GRAY RD
6232-012-002
7142 STEWART AND GRAY RD
6232-012-003
7146 STEWART AND GRAY RD
6232-012-004
7137 COLE ST
6232-012-015
7141 COLE ST
6232-012-014
7145 COLE ST
6232-012-013
7150 STEWART AND GRAY RD
6232-012-005
7149 COLE ST
6232-012-012
7137 COLE ST6232-012-0157138 STEWART AND GRAY RD6232-012-002+00 +16 00 +17xxxxxxxxxxxxxx(10')(10')(0.1')1 WALL
WALL
1 GATE
1 WALL
1 GATE
1 WALL
1 GATE
1 WALL
1 CONC
1 GATE
1 WALL
1 GATE
1 WALL
1 GATE
1 WALL
1 GATE
1 WALL
1 13
1 V-GUTTER 2
2 7154 STEWART AND GRAY RD
6232-012-006
7158 STEWART AND GRAY RD
6232-012-007
7162 STEWART AND GRAY RD
6232-012-008
7153 COLE ST
6232-012-011
7157 COLE ST
6232-012-010
7161 COLE ST
6232-012-009
6232-021-087
7150 STEWART AND GRAY RD
6232-012-005
7149 COLE ST
6232-012-012
+00 +18 00 +18 96
xxxx
xxxxxx
xxxx
(10')(10')(0.2')1
WALL
1 WALL
WALL
1 GATE
1 WALL
1 GATE
1 WALL
1 WALL
1 GATE
1 WALL
1 GATE
1 WALL
1 CONC
1 GATE
1 WALL
1 GATE
1 WALL
1 WALL
1 WALL
1 13
1 V-GUTTER2
2 CIP NO. 24-03
ALLEYS 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 PAVEMENT.)
PROTECT IN PLACE.
EXISTING CONCRETE
PROPOSED CONCRETE IMPROVEMENTS
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 BOX TO GRADE.
7 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT ACCESS
RAMP WITH TRUNCATED DOME PER SPPWC STD PLAN NO. 111-5,
(CASE D, TYPE 2).
EXISTING BLOCK WALL
GENERAL NOTES:
1.CONTRACTOR SHALL REMOVE ALL AC, PCC, OR ANY
OTHER MATERIAL INTERFERING WITH NEW PAVEMENT
2.EXISTING JAGGED-EDGE CONCRETE TO JOIN NEW AC
SHALL BE SAWCUT STRAIGHT PRIOR TO PAVING.
3.DAMAGED OR BROKEN METER BOXES SHALL BE
REPLACED BY OWNER.
8 9
10 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
SIDEWALK PER SPPWC STD PLAN NO. 122-2.
NEW AC PAVEMENT
LEGEND
NEW TRUNCATED DOMES
15 ADJUST METER BOX 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 VALLEY GUTTER AND UNDERLYING SUBGRADE AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON SHEET 3.
EXISTING FENCE / GATExx
EXISTING RIGHT OF WAY
SAWCUT AND INSTALL CAST-IN-PLACE TRUNCATED DOME.
REMOVE EXISTING CONCRETE IMPROVEMENTS AND CONSTRUCT 4"
PCC PAD OVER 4" CMB PER ELEVATIONS ON PLAN.
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160
KREUZER CONSULTING GROUP
16 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
PAVEMENT AT DRIVEWAY LOCATION.
17 REMOVE AND DISPOSE EXISTING TREE STUMP.
18 GRIND/PRUNE EXISTING TREE ROOTS TO 6" (MIN) BELOW
PROPOSED AC PAVEMENT FINISHED SURFACE
PRELIMINARY
19 REMOVE EXISTING ALLEY PAVEMENT, BASE, AND/OR SUBGRADE
MATERIAL AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON
SHEET 3.
STEWART AND GRAY-COLE ALLEY FROM STA 15+00 TO STA 18+96
STEWART AND GRAY-COLE ALLEY
MATCH LINE STA 15+00 SEE SHEET 45MATCH LINE STA 17+00 SEE BELOW LEFTMATCH LINE STA 17+00 SEE ABOVE RIGHTSTEWART AND GRAY-COLE ALLEY
7230 FIRESTONE BLVD
6231-004-013
11505 HARO AVE
6231-004-003
11517 HARO AVE
6231-004-002
11525 HARO AVE
6231-004-001
7252 FIRESTONE BLVD
6231-004-009
+10 00 +11 00 +12
+1000+9 70 +10 00 WMWMWMxx xxxxxxxx
xx
C INTERSECTION
10+00.00 NEO ST
12+00.00 MARTELL WY ALLEY=
L(10')(10')(0.4')1
CURB
WALL
1 GATE
1 WALL
1 WM
1 CONC
1 POST
1 POST
1 WM
1 WM
1 FENCE
1 FENCE
1 ALLEY
APPROACH
1 3 2
2 10+00
110.04 FL
10+00
110.12 LG
10+00
110.12 LG
10+81
109.87 FL
10+81
109.95 LG
10+81
109.95 LG
(109.69 FL)
(109.82 LG)
(109.81 LG)
9+70
111.32 LG
9+70
111.32 FL
9+70
111.32 LG
CONC
1 V-GUTTER
19 7230 FIRESTONE BLVD
6231-004-013
7302 NEO ST
6231-006-009
7243 ADWEN ST 6231-007-0017237 ADWEN ST 6231-007-002+00 +13 00 +14xxxxxxxxxxxxC INTERSECTION 10+00.00 NEO ST
12+00.00 MARTELL WY ALLEY=
L (10')(10')(1.0')1
CURB
1 PP
1 CONC
1 CURB
1 CURB
1 PP
CONC
1 WALL
1 WALL
1 CONC
1 FENCE
1 ALLEY
APPROACH
1 2
2 1
V-GUTTER
CIP NO. 24-03
ALLEYS 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 PAVEMENT.)
PROTECT IN PLACE.
EXISTING CONCRETE
PROPOSED CONCRETE IMPROVEMENTS
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 BOX TO GRADE.
7 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT ACCESS
RAMP WITH TRUNCATED DOME PER SPPWC STD PLAN NO. 111-5,
(CASE D, TYPE 2).
EXISTING BLOCK WALL
GENERAL NOTES:
1.CONTRACTOR SHALL REMOVE ALL AC, PCC, OR ANY
OTHER MATERIAL INTERFERING WITH NEW PAVEMENT
2.EXISTING JAGGED-EDGE CONCRETE TO JOIN NEW AC
SHALL BE SAWCUT STRAIGHT PRIOR TO PAVING.
3.DAMAGED OR BROKEN METER BOXES SHALL BE
REPLACED BY OWNER.
8 9
10 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
SIDEWALK PER SPPWC STD PLAN NO. 122-2.
NEW AC PAVEMENT
LEGEND
NEW TRUNCATED DOMES
15 ADJUST METER BOX 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 VALLEY GUTTER AND UNDERLYING SUBGRADE AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON SHEET 3.
EXISTING FENCE / GATExx
EXISTING RIGHT OF WAY
SAWCUT AND INSTALL CAST-IN-PLACE TRUNCATED DOME.
REMOVE EXISTING CONCRETE IMPROVEMENTS AND CONSTRUCT 4"
PCC PAD OVER 4" CMB PER ELEVATIONS ON PLAN.
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160
KREUZER CONSULTING GROUP
16 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
PAVEMENT AT DRIVEWAY LOCATION.
17 REMOVE AND DISPOSE EXISTING TREE STUMP.
18 GRIND/PRUNE EXISTING TREE ROOTS TO 6" (MIN) BELOW
PROPOSED AC PAVEMENT FINISHED SURFACE
PRELIMINARY
19 REMOVE EXISTING ALLEY PAVEMENT, BASE, AND/OR SUBGRADE
MATERIAL AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON
SHEET 3.
MARTELL WAY ALLEY FROM STA 9+70 TO STA 14+00
MATCH LINE STA 14+00 SEE SHEET 48
MATCH LINE STA 12+00 SEE ABOVE RIGHTMATCH LINE STA 12+00 SEE BELOW LEFTMARTELL WAY ALLEY
MARTELL WAY ALLEY
NEO ST
NEO ST
7302 NEO ST
6231-006-009
7306 NEO ST
6231-006-008
7316 NEO ST
6231-006-007
7307 ADWEN ST
6231-006-021
7303 ADWEN ST
6231-006-022
7259 ADWEN ST
6231-006-023
7253 ADWEN ST
6231-006-024
7249 ADWEN ST
6231-006-025
7326 NEO ST
6231-006-006
+00 +15 00 +16 00
xxxxxxxxxxxxxxxx
xx xx
WMWMxx xx xx xx
xx(10')(10')(0.0')1
FENCE
1 WALL
1 GATE
1 WALL
1 FENCE
1 WALL
1 GATE
1 WALL
1 WM
1 WALL
1 WALL
1 FENCE
1 CONC
1 GATE
WALL
1 CONC
1 PP
1 GUY
WIRE
1 WALL
1 POST
1 CONC
1 WALL
1 POST
1 PP
1 PP
1 1
V-GUTTER2
2 7326 NEO ST
6231-006-006
7338 NEO ST
6231-006-005
7348 NEO ST
6231-006-004
7319 ADWEN ST
6231-006-019
7313 ADWEN ST
6231-006-020
7307 ADWEN ST 6231-006-02111603 OLD RIVER SCHOOL RD
6231-006-026
+17 00 +18 00 +19
xx xx xx xx
xx(10')(10')(0.2')1
CONC
1 WALL
1 POST
1 GATE
1 WALL
1 POST
1 WALL
1 GATE
1 WALL
1 WALL
PP
1 PP
1 1
V-GUTTER
2 2
CIP NO. 24-03
ALLEYS 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 PAVEMENT.)
PROTECT IN PLACE.
EXISTING CONCRETE
PROPOSED CONCRETE IMPROVEMENTS
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 BOX TO GRADE.
7 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT ACCESS
RAMP WITH TRUNCATED DOME PER SPPWC STD PLAN NO. 111-5,
(CASE D, TYPE 2).
EXISTING BLOCK WALL
GENERAL NOTES:
1.CONTRACTOR SHALL REMOVE ALL AC, PCC, OR ANY
OTHER MATERIAL INTERFERING WITH NEW PAVEMENT
2.EXISTING JAGGED-EDGE CONCRETE TO JOIN NEW AC
SHALL BE SAWCUT STRAIGHT PRIOR TO PAVING.
3.DAMAGED OR BROKEN METER BOXES SHALL BE
REPLACED BY OWNER.
8 9
10 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
SIDEWALK PER SPPWC STD PLAN NO. 122-2.
NEW AC PAVEMENT
LEGEND
NEW TRUNCATED DOMES
15 ADJUST METER BOX 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 VALLEY GUTTER AND UNDERLYING SUBGRADE AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON SHEET 3.
EXISTING FENCE / GATExx
EXISTING RIGHT OF WAY
SAWCUT AND INSTALL CAST-IN-PLACE TRUNCATED DOME.
REMOVE EXISTING CONCRETE IMPROVEMENTS AND CONSTRUCT 4"
PCC PAD OVER 4" CMB PER ELEVATIONS ON PLAN.
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160
KREUZER CONSULTING GROUP
16 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
PAVEMENT AT DRIVEWAY LOCATION.
17 REMOVE AND DISPOSE EXISTING TREE STUMP.
18 GRIND/PRUNE EXISTING TREE ROOTS TO 6" (MIN) BELOW
PROPOSED AC PAVEMENT FINISHED SURFACE
PRELIMINARY
19 REMOVE EXISTING ALLEY PAVEMENT, BASE, AND/OR SUBGRADE
MATERIAL AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON
SHEET 3.
MARTELL WAY ALLEY FROM STA 14+00 TO STA 19+00
MARTELL WAY ALLEY
MATCH LINE STA 16+50 SEE BELOW LEFTMATCH LINE STA 14+00 SEE SHEET 47MARTELL WAY ALLEY MATCH LINE STA 19+00 SEE SHEET 49MATCH LINE STA 16+50 SEE ABOVE RIGHT
7348 NEO ST
6231-006-004
7358 NEO ST
6231-006-003
7370 NEO ST
6231-006-002
11603 OLD RIVER SCHOOL RD
6231-006-026
+00 +20 00 +21
xx(10')(10')(0.2')PP
1 CONC
1 PP
1 1
V-GUTTER
2 2
7370 NEO ST
6231-006-002
7380 NEO ST
6231-006-001
11603 OLD RIVER SCHOOL RD
6231-006-026 +1500+00 +22 00 +22 98
xxxx
C INTERSECTION
14+69.68 OLD RIVER SCHOOL RD
22+98.00 MARTELL WAY ALLEY=
L
(10')(10')(0.1')1
WALL
1 CONC
PP
1 CONC
1 PP
1 GUY
WIRE
1 1
ALLEY
APPROACH
1 WALL
1 V-GUTTER2
2 1
WALL
CIP NO. 24-03
ALLEYS 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 PAVEMENT.)
PROTECT IN PLACE.
EXISTING CONCRETE
PROPOSED CONCRETE IMPROVEMENTS
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 BOX TO GRADE.
7 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT ACCESS
RAMP WITH TRUNCATED DOME PER SPPWC STD PLAN NO. 111-5,
(CASE D, TYPE 2).
EXISTING BLOCK WALL
GENERAL NOTES:
1.CONTRACTOR SHALL REMOVE ALL AC, PCC, OR ANY
OTHER MATERIAL INTERFERING WITH NEW PAVEMENT
2.EXISTING JAGGED-EDGE CONCRETE TO JOIN NEW AC
SHALL BE SAWCUT STRAIGHT PRIOR TO PAVING.
3.DAMAGED OR BROKEN METER BOXES SHALL BE
REPLACED BY OWNER.
8 9
10 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
SIDEWALK PER SPPWC STD PLAN NO. 122-2.
NEW AC PAVEMENT
LEGEND
NEW TRUNCATED DOMES
15 ADJUST METER BOX 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 VALLEY GUTTER AND UNDERLYING SUBGRADE AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON SHEET 3.
EXISTING FENCE / GATExx
EXISTING RIGHT OF WAY
SAWCUT AND INSTALL CAST-IN-PLACE TRUNCATED DOME.
REMOVE EXISTING CONCRETE IMPROVEMENTS AND CONSTRUCT 4"
PCC PAD OVER 4" CMB PER ELEVATIONS ON PLAN.
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160
KREUZER CONSULTING GROUP
16 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
PAVEMENT AT DRIVEWAY LOCATION.
17 REMOVE AND DISPOSE EXISTING TREE STUMP.
18 GRIND/PRUNE EXISTING TREE ROOTS TO 6" (MIN) BELOW
PROPOSED AC PAVEMENT FINISHED SURFACE
PRELIMINARY
19 REMOVE EXISTING ALLEY PAVEMENT, BASE, AND/OR SUBGRADE
MATERIAL AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON
SHEET 3.
MARTELL WAY ALLEY FROM STA 19+00 TO OLD SCHOOL RIVER ROAD MATCH LINE STA 21+00 SEE BELOW LEFTMATCH LINE STA 19+00 SEE SHEET 48MARTELL WAY ALLEY MATCH LINE STA 21+00 SEE ABOVE RIGHTMARTELL WAY ALLEY
OLD RIVER SCHOOL RD
11526 HARO AVE
6231-004-008
11516 HARO AVE
6231-004-011
7337 NEO ST
6231-003-001
11510 HARO AVE
6231-004-005
11509 ADCO AVE
6231-003-002
+10 00 +11 00 +12WMWMWM
WMWMWMWMWMC INTERSECTION
13+53.96 NEO ST
10+00.00 HARO-ADCO ALLEY=
L (10')(10')(0.1')1
PP
1 RAIL
1 WALL
1 CONC
1 PP
1 STAIRS
1 WALL
1 CONC
1 WALL
1 WALL
1 FENCE
1 PP
1 WALL
1 CONC
CONC
1 POST
1 WALL
1 WALL
1 WALL
1 POST
1 POST
1 STAIRS
1 STAIRS
1 WALL
1 POST
1 POST
1 POST
1 WM
1 POST
1 CONC
1 WALL
1 1
V-GUTTER 2
2 15
15 15
1 CONC
ALLEY
APPROACH
1 11510 HARO AVE
6231-004-005
11506 HARO AVE
6231-004-004
11509 ADCO AVE
6231-003-002
11505 ADCO AVE
6231-003-003
+00 +13 00
+13
78 +1200+00WMWMWMWMxx xxxxxxxxxxxxxxxxxxxxxxxxxxxx
C INTERSECTION
12+54.24 ARNETT ST
13+77.86 HARO-ADCO ALLEY=
L
(10')(10')(0.1')1
POST
1 CONC
1 GATE
1 POST
1 PP
1 WM
1 STAIRS
1 WALL
WALL
1 CONC
1 POST
1 POST
1 WALL
1 FENCE
1 GATE
1 FENCE
1 1
V-GUTTER
2 2
15 15
ALLEY
APPROACH
1 CIP NO. 24-03
ALLEYS 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 PAVEMENT.)
PROTECT IN PLACE.
EXISTING CONCRETE
PROPOSED CONCRETE IMPROVEMENTS
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 BOX TO GRADE.
7 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT ACCESS
RAMP WITH TRUNCATED DOME PER SPPWC STD PLAN NO. 111-5,
(CASE D, TYPE 2).
EXISTING BLOCK WALL
GENERAL NOTES:
1.CONTRACTOR SHALL REMOVE ALL AC, PCC, OR ANY
OTHER MATERIAL INTERFERING WITH NEW PAVEMENT
2.EXISTING JAGGED-EDGE CONCRETE TO JOIN NEW AC
SHALL BE SAWCUT STRAIGHT PRIOR TO PAVING.
3.DAMAGED OR BROKEN METER BOXES SHALL BE
REPLACED BY OWNER.
8 9
10 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
SIDEWALK PER SPPWC STD PLAN NO. 122-2.
NEW AC PAVEMENT
LEGEND
NEW TRUNCATED DOMES
15 ADJUST METER BOX 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 VALLEY GUTTER AND UNDERLYING SUBGRADE AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON SHEET 3.
EXISTING FENCE / GATExx
EXISTING RIGHT OF WAY
SAWCUT AND INSTALL CAST-IN-PLACE TRUNCATED DOME.
REMOVE EXISTING CONCRETE IMPROVEMENTS AND CONSTRUCT 4"
PCC PAD OVER 4" CMB PER ELEVATIONS ON PLAN.
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160
KREUZER CONSULTING GROUP
16 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
PAVEMENT AT DRIVEWAY LOCATION.
17 REMOVE AND DISPOSE EXISTING TREE STUMP.
18 GRIND/PRUNE EXISTING TREE ROOTS TO 6" (MIN) BELOW
PROPOSED AC PAVEMENT FINISHED SURFACE
PRELIMINARY
19 REMOVE EXISTING ALLEY PAVEMENT, BASE, AND/OR SUBGRADE
MATERIAL AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON
SHEET 3.
HARO-ADCO ALLEY
MATCH LINE STA 12+00 SEE BELOW LEFTHARO-ADCO ALLEY FROM NEO STREET TO ARNETT STREETMATCH LINE STA 12+00 SEE ABOVE RIGHTNEO ST ARNE
T
T
S
T
HARO-ADCO ALLEY
11528 ADCO AVE
6231-003-009
11520 ADCO AVE
6231-003-008
11518 ADCO AVE
6231-003-007
11523 OLD RIVER SCHOOL RD
6231-003-010
11515 OLD RIVER SCHOOL RD
6231-003-012
11510 ADCO AVE
6231-003-006
+10 00 +11 00 +12+1700WMWMWMWMC INTERSECTION
17+23.96 NEO ST
10+00.00 ADCO-OLD RIVER SCHOOL ALLEY=
L (10')(10')(0.1')1
PP
15 15 1
PP
WM
1 1
V-GUTTER
2 2
ALLEY
APPROACH
1 11510 ADCO AVE
6231-003-006
11506 ADCO AVE
6231-003-005
11502 ADCO AVE
6231-003-004
11515 OLD RIVER SCHOOL RD
6231-003-012
11503 OLD RIVER SCHOOL RD
6231-003-013
+00 +13 00 +13 60+1600WMWMWMWMWMxxxxxxxxC INTERSECTION
16+01.51 ARNETT ST
13+60.00 ADCO-OLD RIVER SCHOOL ALLEY=
L(10')(10')(0.0')15
1 FENCE
1 PP
1 PP
WM
1 WM
1 15 15
1 V-GUTTER
2 2
ALLEY
APPROACH
1 CIP NO. 24-03
ALLEYS 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 PAVEMENT.)
PROTECT IN PLACE.
EXISTING CONCRETE
PROPOSED CONCRETE IMPROVEMENTS
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 BOX TO GRADE.
7 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT ACCESS
RAMP WITH TRUNCATED DOME PER SPPWC STD PLAN NO. 111-5,
(CASE D, TYPE 2).
EXISTING BLOCK WALL
GENERAL NOTES:
1.CONTRACTOR SHALL REMOVE ALL AC, PCC, OR ANY
OTHER MATERIAL INTERFERING WITH NEW PAVEMENT
2.EXISTING JAGGED-EDGE CONCRETE TO JOIN NEW AC
SHALL BE SAWCUT STRAIGHT PRIOR TO PAVING.
3.DAMAGED OR BROKEN METER BOXES SHALL BE
REPLACED BY OWNER.
8 9
10 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
SIDEWALK PER SPPWC STD PLAN NO. 122-2.
NEW AC PAVEMENT
LEGEND
NEW TRUNCATED DOMES
15 ADJUST METER BOX 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 VALLEY GUTTER AND UNDERLYING SUBGRADE AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON SHEET 3.
EXISTING FENCE / GATExx
EXISTING RIGHT OF WAY
SAWCUT AND INSTALL CAST-IN-PLACE TRUNCATED DOME.
REMOVE EXISTING CONCRETE IMPROVEMENTS AND CONSTRUCT 4"
PCC PAD OVER 4" CMB PER ELEVATIONS ON PLAN.
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160
KREUZER CONSULTING GROUP
16 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC
PAVEMENT AT DRIVEWAY LOCATION.
17 REMOVE AND DISPOSE EXISTING TREE STUMP.
18 GRIND/PRUNE EXISTING TREE ROOTS TO 6" (MIN) BELOW
PROPOSED AC PAVEMENT FINISHED SURFACE
PRELIMINARY
19 REMOVE EXISTING ALLEY PAVEMENT, BASE, AND/OR SUBGRADE
MATERIAL AND CONSTRUCT VALLEY GUTTER PER DETAIL A ON
SHEET 3.
ADCO-OLD RIVER SCHOOL ALLEY FROM NEO STREET TO ARNETT STREET
ADCO-OLD RIVER SCHOOL ALLEY
MATCH LINE STA 12+00 SEE BELOW LEFTADCO-OLD RIVER SCHOOL ALLEY MATCH LINE STA 12+00 SEE ABOVE RIGHTNEO ST
ARNETT ST