San Luis Obispo City Council
March 7, 2023

NOTES:

1. VALUES ABOVE ARE FOR REINFORCEMENT WITH THE FOLLOWING PARAMETERS:

A. GRADE 60 REINFORCEMENT
B. NORMAL WEIGHT CONCRETE
a. FOR LIGHTWEIGHT CONCRETE MULTIPLY THE VALUES ABOVE BY 1.3 C. NON-EPOXY COATED REINFORCEMENT
D. HORIZONTAL BARS WITHOUT 12" OF CONCRETE BELOW (BOTTOM BARS), AND VERTICAL BARS a. FOR TOP BARS WITH 12" OR MORE OF CONCRETE BELOW THE BAR MULTIPLY THE VALUES ABOVE BY 1.3 E. CLEAR SPACING NOT LESS THAN db, CLEAR COVER NOT LESS THAN db AND STIRRUPS THROUGH Ld NOT LESS THAN MIN
OR
CLEAR SPACING NO LESS THAN 2db AND CLEAR COVER NOT LESS THAN db a. FOR OTHER SPACING AND COVER CONDITIONS MULTIPLY THE VALUES ABOVE BY 1.5 F. REINFORCEMENT NOT IN SHEAR WALLS
a. FOR REINFORCEMENT IN SHEAR WALLS MULTIPLY THE VALUES ABOVE BY 1.25

2. THE MULTIPLIERS LISTED IN NOTE 1 ABOVE ARE CUMULATIVE INCREASES IN DEVELOPMENT/LAP SPLICE LENGTH.

3. ALL LAP SPLICES REFERENCED IN THE PLANS SHALL BE CLASS B UNLESS NOTED OTHERWISE.

4. WHEN REINFORCING BARS OF TWO SIZES ARE LAP-SPLICED IN TENSION, USE THE LARGER OF THE TENSION CLASS B, LAP SPLICE LENGTH (ls) OF THE SMALLER BAR, AND THE CLASS A, TENSION DEVELOPMENT LENGTH (ld) OF THE LARGER BAR.

CONTACT LAP SPLICE
(PREFERRED)

NON-CONTACT LAP SPLICE

LAP SPLICE
MAX = LARGER OF CLASS B, UNO ls/5 OR 6"

REINFORCING TENSION DEVELOPMENT LENGTH AND LAP SPLICE SCHEDULE

BAR SIZE
DEVELOPMENT LENGTH, ld
(CLASS A LAP SPLICE)
LAP SPLICE, ls
(CLASS B LAP SPLICE)
f'c (psi) f'c (psi)
2,500 3,000 4,000 2,500 3,000 4,000
#3 1'-6" 1'-5" 1'-3" 2'-0" 1'-10" 1'-7"
#4 2'-0" 1'-10" 1'-7" 2'-8" 2'-5" 2'-1"
#5 2'-6" 2'-4" 2'-0" 3'-3" 3'-0" 2'-7"#6 3'-0" 2'-9" 2'-5" 3'-11" 3'-7" 3'-2" #7 4'-5" 4'-0" 3'-6" 5'-9" 5'-2" 4'-6"#8 5'-0" 4'-7" 4'-0" 6'-6" 5'-11" 5'-2" #9 5'-8" 5'-2" 4'-6" 7'-4" 6'-9" 5'-10"
#10 6'-5" 5'-10" 5'-1" 8'-3" 7'-7" 6'-7"
#11 7'-1" 6'-6" 5'-7" 9'-2" 8'-5" 7'-3"

REINF DEVELOPMENT LENGTH AND SPLICES NTS

BAR SIZE D
#3 THRU #8 6d
#9 THRU #11 8d
NOTES:

1. ALL HOOKED BARS SHALL EXTEND AS FAR AS POSSIBLE WITH A MINIMUM 2" END COVER AND WITH EMBEDMENT NOT LESS THAN SHOWN ON THE SCHEDULE UNLESS NOTED OTHERWISE ON PLANS.

2. MINIMUM SIDE COVER = 2 12".

3. FOR LIGHTWEIGHT CONCRETE MULTIPLY LENGTHS IN SCHEDULE BY 1.3.

STANDARD HOOK DEVELOPMENT LENGTH "ldh"
BAR SIZE D "lh"

NORMAL WEIGHT
2,500 3,000 4,000
#3 2 1/4" 6" 0'-9" 0'-9" 0'-8"
#4 3" 8" 1'-0" 0'-11" 0'-10"
#5 3 3/4" 10" 1'-3" 1'-2" 1'-0"#6 4 1/2" 12" 1'-6" 1'-5" 1'-3" #7 5 1/4" 1'-2" 1'-9" 1'-8" 1'-5"
#8 6" 1'-4" 2'-0" 1'-10" 1'-7"
#9 9 1/2" 1'-7 1/2" 2'-3" 2'-1" 1'-10"
#10 10 3/4" 1'-10" 2'-7" 2'-4" 2'-1"
#11 12" 2'-0 1/2" 2'-10" 2'-7" 2'-3"
ldh
d
b
4db
2 12" MIN
D
D
12 d
b"
l
h
"
2" CLR MIN

HOOK DEVELOPMENT LENGTH
(SEE SCHEDULE)

FACE OF

CONCRETE

FOC OR POUR
JT @ STD HOOK
d
b

REINF HOOK DEVELOPMENT LENGTH AND BENDS NTS
d
b
6d
b
D
6db *
d
b
D
135 HOOK 90 HOOK*
* PROVIDE 10db EXTENSIONS IN LIEU
OF 6db AT ALL FRAME COLUMNS,

GIRDERS, SHEAR WALLS AND SHEAR

WALL BOUNDARY MEMBERS

BAR SIZE D
#3 1 12"
#4 2"
#5 2 12"
OR 3" MIN

REINF TIES AND STIRRUPS NTS
"SL" STEP LENGTH
= 2 "SH"
"SH"
"SH"
"D" + "SL"
"D"

DEPTH OF FTG
FTG EL = SEE PLAN
"SH" STEP
HEIGHT

TOP REINF WHERESHOWN PER PLAN
"ls' LAP SPLICE
TYP
"D" + "SL"
"SL" STEP LENGTH
= 2 "SH"
"ls' LAP SPLICE
TYP
SS

STEP LONG REINF TO MATCH

LONG REINF SIZE & SPCG

STEP TRANS REINF TO MATCHTRANS REINF SIZE & SPCG

FTG REINF PERPLAN & DETAILS
"SH" STEP
HEIGHT
SS
NOTE: "SH" = 1'-6" MAX

LAP SPLICE

DOWEL TO MATCHLONG REINF SIZE & SPCG PLAN

CALLOUT

STEP FOOTINGTIES AND STIRRUPS NTS
1'-6"
MIN
9"
FTG
PIPE

BACKFILLPER SPECS
TRENCH

EXCAVATION, TYP
2 1
PIPE

BOT OF TRENCH EXCAVATION

SHALL NOT EXTEND BELOW THIS

LINE UNLESS APPROVED BY THE

GEOTECHNICAL ENGINEER
GRADE
NOTES:

1. CONTRACTOR SHALL COORDINATE ALL PIPE LOCATIONS
WITH BUILDING FOUNDATION REQUIREMENTS.

2. IF REQUIREMENTS AS SHOWN CANNOT BE MET STEP
FOOTING PER TYPICAL "STEPPED FOOTING" DETAILS
22 -

PIPES PARALLEL TO FOOTINGS NTS
3'-0" MAX
(SEE NOTE #1)
4"
MIN
6" MIN1'-6" MIN SLEEVE 3D MIN
"D"
Ø OF SLEEVE

STEM WALL

FOOTING

NO PIPES PERMITTED IN THIS AREA

SECTION ELEVATION
NOTES:

1. FOOTINGS SHALL BE STEPPED PER DETAIL 22/- SO THAT THIS DIMENSION DOES NOT EXCEED 3'-0".

2. CONTRACTOR SHALL COORDINATE ALL PIPE LOCATIONS WITH BUILDING FOUNDATION REQUIREMENTS.

3. TRENCH BELOW FOOTING SHALL BE FILLED WITH CONCRETE OR 3-SACK SLURRY BEFORE POURING FOOTING. CONCRETE FILL SHALL BE SAME WIDTH AS FOOTING AND FULL WIDTH OF PIPE TRENCH.

4. PIPES MAY BE WRAPPED IN 1" THICK LOOSE FOAM IN LIEU OF SLEEVING.

5. CONDUIT MAY BE RUN THRU STEM OR ENCASEMENT UNDER FOOTING WITHOUT SLEEVES OR FOAM WRAP. 2 3
8 "
SLEEVE 2" LARGER

THAN OD OF PIPE
(SEE NOTE #4)

PIPES PERPENDICULAR TO FOOTINGS W/ STEM WALL NTS

LAP SPLICE LAP SPLICE

LAP SPLICE

LAP SPLICE

CONCRETE CORNER CONCRETE INTERSECTION

CONCRETE END
0" TYP.
0" TYP.
0" TYP 0" TYP

DOWELS TO MATCH SIZE &

SPCG OF HORIZ REINF, TYP
90 DEG HOOK
@ INT BARS
PROVIDE 90 DEG STD HOOK, A U-BAR

MAY BE PROVIDED W/ LAP SPLICE TO

HORIZ BARS IN LIEU OF END HOOKS
NOTE:

REINFORCEMENT SHOWN ON WALL ELEVATION(S), BOUNDARY REINFORCING DETAILS, AND OTHER SPECIFICALLY REFERENCED DETAILS SHALL TAKE PRECEDENCE OVER REINFORCEMENT SHOWN HERE.

DOUBLE MAT

LAP SPLICE LAP SPLICE

LAP SPLICE

LAP SPLICE

CONCRETE CORNER CONCRETE INTERSECTIONCONCRETE END
PROVIDE 90 DEG STDHOOK @ SHEAR WALLS
(2) BARS TO MATCH

WALL VERT REINF MIN
(2) BARS TO MATCH

WALL VERT REINF MIN
(2) BARS TO MATCH

WALL VERT REINF MIN

DOWELS TO MATCH

SIZE & SPCG OF

HORIZ REINF, TYP

ALT DOWEL DIRECTION
@ INTERSECTION

SINGLE MAT
CONC REINF @ INTERSECTION NTS

SITE RETAINING WALL
VARIES
(9" MIN)

DISTANCE TO SLOPE NTS
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY
SKY

KM / KWA
SKY

AS NOTED
NOVEMBER 11 2022
1417-05-CU21
1000036
S-201
1214
21222324
313234
41424344
51525354

"db"
"6 db"
"D"
"6 db" *
"db"
"D"
135 HOOK 90 HOOK*

BAR SIZE D
#3 1 1
2"
#4 2"
#5 2 1
2"
OR 3" MIN
"ldh"
"db" "db"
"4 db"
2 1
2" MIN
"D"
"D"
"12 db"
" l h"
1 2"
MIN

BAR SIZE D
#3 THRU #8 6db
#9 THRU #11 8db

HOOK DEVELOPMENT LENGTH
(SEE SCHED)

FACE OF

MASONRY
BAR SIZE DEVELOPMENT LENGTH (ld) OR LAP SPLICE LENGTH (ls) HOOK DEVELOPMENT LENGTH (le) Dln #3 2'-3" 0'-5" 2 1
4 5"
#4 3'-0" 0'-7" 3 8"
#5 3'-9" 0'-9" 3 3 4 10"
#6 4'-6" 0'-10" 4 1
2 1'-0"
#7 5'-3" 0'-12" 5 1
4 1'-2"
#8 6'-0" 1'-1" 6 1'-4"
#9 6'-9" 1'-3" 9 1
2 1'-7 1
2"
NOTES:

1. USE DEVELOPMENT LENGTH (ld) AND SPLICE LENGTH (ls) INDICATED IN SCHEDULE FOR ALL DOWEL LENGTHS NOT

SHOWN ON PLANS UNLESS OTHERWISE PERMITTED BY THE SEOR AND JURISDICTION AGENCY

2. DEVELOPMENT LENGTHS (ld) AND SPLICE LENGTHS (ls) INDICATED IN SCHEDULE CORRESPOND TO GRADE 60 BARS IN 1,500 OR 2,500 psi NORMAL WEIGHT MASONRY

3. THIS SCHEDULE SHALL BE USED WHERE DEVELOPMENT AND SPLICE LENGTHS ARE NOT SPECIFICALLY DETAILS AND

DIMENSIONED ON THE DRAWINGS

4. WHERE BARS OF DIFFERENT SIZES ARE LAP SPLICED, SPLICE LENGTH SHALL BE THE SPLICE LENGTH OF THE SMALLER BARS

5. NOTE THAT THE LAP SPLICES SHOWN ACCOUNT FOR THE INCREASE IN LAP SPLICE IN REGIONS OF MOMENT WHERE THE DESIGN TENSILE STRESSES IN THE REINFORCEMENT ARE GREATER THAN 80 PERCENT OF THE ALLOWABLE STEEL TENSION STRESS, Fs

6. D = FINISHED INSIDE BEND DIAMETER7. db = NOMINAL BAR DIAMETER

CONTACT LAP SPLICE(PREFERRED)NON-CONTACT LAP SPLICE

LAP SPLICE

PER SCHED
MAX = SMALLER OF
"ls"/ 5" OR 8"

LAP SPLICE

PER SCHED

LAP SPLICE

PER SCHED

LAP SPLICE

PER SCHED
"db"
CLEAR
SPCG
CLEAR
SPCG

TYPICAL LAP SPLICES

STAGGERED SPLICING

FACE OF MASONRY
OR JT @ STD HOOK
2 12

TYPICAL COLUMN BAR OFFSET

MASONRY-LAP SPLICE / DEVELOPMENT LENGTH SCHED NTS
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY
SKY

KM / KWA
SKY

AS NOTED
NOVEMBER 11 2022
1417-05-CU21
1000036
14 21222324
31323334
41424344
51525354 S-211

* FOR K < 2'-0" tkey = 12"
hw d ftg k t stem (IN) B CW
REINF
Stoe
MIN
S heel
MAX Ø FTG TOP FTG BOTTOM WALL
T L T L VERT "V" HORIZ "H"
3'-0" 18" N/A 8 0'-6" 1'-4" 3'-0" #6 @ 12" #5 @ 16" #6 @ 12" #5 @ 16" #5 @ 12" #4 @ 24" 6" 2'-0" 0 5'-0" 18" N/A 8 1'-6" 1'-4" 3'-6" #6 @ 12" #5 @ 16" #6 @ 12" #5 @ 16" #5 @ 12" #4 @ 24" 12" 4'-0" 0 7'-0" 18" 8" 8 2'-0" 1'-4" 4'-0" #6 @ 12" #5 @ 16" #6 @ 12" #5 @ 16" #5 @ 12" #4 @ 24" 12" 6'-0" 0 "B"

FINISH GRADE
" k "
" W "
3"
CLR
" h
w "
0"
" t " stem
Ø
1 10

CONC KEY WHERE

SPECIFIED INSCHED BELOW

LAP SPLICE
2"
CLR
3"
CLR
" ld "
90° HOOK
"V" REINF"H" REINF
"H" BARS CONT @ TOW
"L" REINF, TOP
"T" REINF, BOT
"L" REINF, BOT
" C "
(IF C < 2'-0", PROVIDE
STD 90° HOOK)
"d " ftg
"S" toe
2"Ø SLOPED WEEP HOLE @ 10'-0" OC

OR CLOSER SPCG IF SPECIFIED IN SOILS

REPORT (IF NO DRAINAGE BEHIND WALL,PROVIDE WIRE MESH ON BACKSIDE) IF "ld" CAN'T BE ACHIEVED,
PROVIDE STD 90° HOOK
" S " heel
MAX
" t " key*

PROPERTY LINE

WHERE OCCURS

FENCE WHERE
OCCURS
EQ EQ

WALL DRAIN PIPE PER CIVIL

DWGS WHERE DRAINAGENOT PROVIDED, PROVIDE

WEEP HOLES

ROUGHEN JT TO
1 4" AMPLITUDE

PERMEABLE MATERIAL
"T" REINF, TOP

WATERPROOFING PER

CIVIL WHERE SPECIFIED
BIKE PATH CONCRETE WALL @ PROP LINE 1/2" = 1'-0"
Hw d ftg B CW
REINF
Stoe
MIN
S heel
MAX

TOP BOTTOM WALL

T L T L HORIZ VERT
4'-0" 1'-6" 8 1'-6" 0'-10" 3'-0" #6 @ 12" #5 @ 16" #6 @ 12" #5 @ 16" #5 @ 12" N/A 6" 3'-0" 0

FINISH GRADE

WALL DRAIN PIPE PER CIVIL DWGSWHERE DRAINAGE NOT PROVIDED,

PROVIDE WEEP HOLES
ROUGHEN JT TO 14"

AMPLITUDE

WRAP PERMEABLE MATERIALS BEHIND

RETAINING WALLS IN A FILTER FABRIC

AS REQD BY GEOTECH
3" CLR
3"
CLR
"H
w
"
" B "

WATERPROOFING PER

CIVIL, WHERE SPECIFIED

PERMEABLE MATERIAL
"S" heel
MAX
"C"
(IF C < 2'-0", PROVIDE
STD 90° HOOK)
"S" toe
"d" ftg
" W "
Ø
90° ALT DOWEL DIR @ FTG
HOOK
"L" REINF, BOT
" t " stem
"H" REINF
(2) "H" BARS CONT @ TOW
EQ EQ

FENCE WHERE OCCURS
"T" REINF, BOT
2"Ø SLOPED WEEP HOLE @ 10'-0" OC

OR CLOSER SPCG IF SPECIFIED IN SOILS

REPORT (IF NO DRAINAGE BEHIND WALL,PROVIDE WIRE MESH ON BACKSIDE) BIKE PATH CONCRETE WALL 1/2" = 1'-0"
* FOR K < 2'-0" tkey = 12"
FOR K > 2'-0" tkey = 18"
hw d ftg k t stem (IN) B CW
REINF
Stoe
MIN
S heel

FTG TOP FTG BOTTOM WALL MAX
T L T L VERT "V" HORIZ "H"
5'-6" 18" 12" 12 1'-9" 1'-4" 3'-9" #6 @ 12" #4 @ 12" #6 @ 12" #4 @ 12" #5 @ 12" #4 @ 24" 6" 5'-6" "B"

FINISH GRADE
" k "
" W "
3"
CLR
" h
w "
0"
" t " stem
1 10

CONC KEY WHERE

SPECIFIED INSCHED BELOW

LAP SPLICE
2"
CLR

WATERPROOFING PER

CIVIL WHERE SPECIFIED

WALL DRAIN PIPE PER CIVIL

DWGS WHERE DRAINAGENOT PROVIDED, PROVIDE

WEEP HOLES

ROUGHEN JT TO
1 4" AMPLITUDE
3"
CLR
" ld "
90° HOOK

PERMEABLE MATERIAL
"V" REINF"H" REINF
(2) "H" BARS
CONT @ TOW
"T" REINF, TOP
"L" REINF, TOP
"T" REINF, BOT
"L" REINF, BOT
" C "
(IF C < 2'-0", PROVIDE
STD 90° HOOK)
"d " ftg
"S" toe
2"Ø SLOPED WEEP HOLE @ 10'-0" OC

OR CLOSER SPCG IF SPECIFIED IN SOILS

REPORT (IF NO DRAINAGE BEHIND WALL,

PROVIDE WIRE MESH ON BACKSIDE)
IF "ld" CAN'T BE ACHIEVED,
PROVIDE STD 90° HOOK
" S " heel
MAX
" t " key*
2" CLR

FINISH GRADE
STORMWATER WALL 1/2" = 1'-0"
WALL
TYPE hw d ftg t stem (IN) B CW
REINF
Stoe S heel MAX Ø FTG TOP FTG BOTTOM WALL
T L T L HORIZ "H" VERT "V"
A 2'-6" 12" 6 1'-6" 9" 2'-9" #6 @ 12" #5 @ 12" #6 @ 12" N/A #5 @ 16" N/A 6" 2'-0" 34 B 2'-6" 12" 6 4'-0" 9" 5'-3" #6 @ 12" #5 @ 12" #6 @ 12" N/A #5 @ 16" N/A 6" 2'-0" 34 "B"
" W "
3"
CLR
" h
w "
" t " stem
Ø
2"
CLR

WATERPROOFING PER

ARCH WHERE SPECIFIED

WALL DRAIN PIPE PER CIVIL

DWGS WHERE DRAINAGENOT PROVIDED, PROVIDE

WEEP HOLES

ROUGHEN JT TO
1 4" AMPLITUDE
3"
CLR
90° HOOK

PERMEABLE MATERIAL
"H" REINF
"H" BARS CONT @ TOW
"T" REINF, TOP
"T" REINF, BOT
" C "
"d " ftg
"S" toe
2"Ø SLOPED WEEP HOLE @ 10'-0" OC

OR CLOSER SPCG IF SPECIFIED IN SOILS

REPORT (IF NO DRAINAGE BEHIND WALL,PROVIDE WIRE MESH ON BACKSIDE) IF "ld" CAN'T BE ACHIEVED,
PROVIDE STD 90° HOOK
" S " heel
MAX
EQ
"L" REINF, TOP
EQ
CURB AND GUTTER WALL 1/2" = 1'-0"
INTEGRAL GUTTER PAN.

SLOPE PER CITY STANDARDS

AND CIVIL DRAWINGS
hw d ftg t stem (IN) B CW
REINF
Stoe
MIN
S heel

FTG TOP FTG BOTTOM WALL MAX
T L T L VERT "V" HORIZ "H"
2'-8" 12" 8 1'-6" 1'-10" 4'-0" #5 @ 12" #4 @ 16" #5 @ 12" #4 @ 16" #5 @ 12" #4 @ 24" 12" 2'-4" "B"

FINISH GRADE
" W "
3"
CLR
" h
w "
" t " stem
2"
CLR

WATERPROOFING PER

CIVIL WHERE SPECIFIED

WALL DRAIN PIPE PER CIVIL

DWGS WHERE DRAINAGENOT PROVIDED, PROVIDE

WEEP HOLES

ROUGHEN JT TO
1 4" AMPLITUDE
3"
CLR 90° HOOK

PERMEABLE MATERIAL
"V" REINF"H" REINF
"H" BARS CONT @ TOW
"T" REINF, TOP
"T" REINF, BOT
"L" REINF, BOT
" C "
"d " ftg
"S" toe
2"Ø SLOPED WEEP HOLE @ 10'-0" OC

OR CLOSER SPCG IF SPECIFIED IN SOILS

REPORT (IF NO DRAINAGE BEHIND WALL,PROVIDE WIRE MESH ON BACKSIDE) IF "ld" CAN'T BE ACHIEVED,
PROVIDE STD 90° HOOK
" S " heel
MAX
EQ
"L" REINF, TOP

FENCE WHERE
OCCURS
LANDSCAPE HIGH CURB 1/2" = 1'-0"
EQ

WALL FOUNDATION SHALL NOT INTERFERE,

OR ADD LOADING TO THE CALTRANS
BRIDGE FOUNDATION SYSTEM. EXISTINGFOUNDATION ELEMENTS SHALL BE VERIFIEDPRIOR TO THE START OF CONSTRUCTION.NOTIFY SEOR IF CONFLICT IS DISCOVERED.

CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY
SKY

KM / KWA
SKY

AS NOTED
NOVEMBER 11 2022
1417-05-CU21
1000036
1214
2224
323334
41424344
51525354 S-311
POST @ CONC WALL 1/2" = 1'-0"
30" MIN
EMBED

BLK OUT

FENCE PER LANDSCAPE DRAWING

FILL HOLE W/ NON-SHRINK GROUT

CONC WALL PER PLAN
2 12" MIN
℄ POST &

CONC WALL
(2) #4 CONT HORIZ BARS @

TOP OF WALL & BOT OF BLK OUT

SPECIAL PROVISIONS
FOR

CITY OF SAN LUIS OBISPO
North Chorro Neighborhood Greenway
Specification No. 1000036
December 2022

PUBLIC WORKS DEPARTMENT

ENGINEERING DIVISION
919 Palm Street
San Luis Obispo, CA 93401
(805) 781-7200

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No. 78227
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TABLE OF CONTENTS
NOTICE TO BIDDERS ..................................................................................................... I BID SUBMISSION ................................................................................................................................ I NORTH CHORRO NEIGHBORHOOD GREENWAY, SPECIFICATION NO. 1000036 ... I BID DOCUMENTS ............................................................................................................................... II PROJECT INFORMATION.................................................................................................................. III QUALIFICATIONS .............................................................................................................................. III AWARD ...............................................................................................................................................V ACCOMMODATION ............................................................................................................................V BID FORMS .................................................................................................................... A BID ITEM LIST FOR NORTH CHORRO NEIGHBORHOOD GREENWAY, SPECIFICATION NO. 1000036...............................................................................................................................................A PUBLIC CONTRACT CODE SECTION 10285.1 STATEMENT ............................................................. I PUBLIC CONTRACT CODE SECTION 10162 QUESTIONNAIRE......................................................... I PUBLIC CONTRACT CODE SECTION 10232 STATEMENT ................................................................ I LABOR CODE SECTION 1725.5 STATEMENTS .................................................................................. I NON-COLLUSION DECLARATION .....................................................................................................K BIDDER ACKNOWLEDGEMENTS ...................................................................................................... L QUALIFICATIONS .............................................................................................................................. M SPECIAL PROVISIONS .................................................................................................. 1 DIVISION I GENERAL PROVISIONS ................................................................................................... 1 1 GENERAL ..................................................................................................................................... 1 2 BIDDING ....................................................................................................................................... 1 3 CONTRACT AWARD AND EXECUTION ....................................................................................... 1 4 SCOPE OF WORK ........................................................................................................................ 2 5 CONTROL OF WORK ................................................................................................................... 2 6 CONTROL OF MATERIALS .......................................................................................................... 2 7 LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC ..................................................... 2 8 PROSECUTION AND PROGRESS ............................................................................................... 3 9 PAYMENT ..................................................................................................................................... 4 DIVISION II GENERAL CONSTRUCTION ......................................................................................... 22 13 WATER POLLUTION CONTROL ............................................................................................... 22 15 EXISTING FACILITIES .............................................................................................................. 23 DIVISION III EARTHWORK AND LANDSCAPE ................................................................................. 24 20 LANDSCAPE AND IRRIGATION ............................................................................................... 24 DIVISION V SURFACINGS AND PAVEMENTS ................................................................................. 26 37 BITUMINOUS SEALS ................................................................................................................ 26

39 ASPHALT CONCRETE ............................................................................................................. 28 DIVISION VII DRAINAGE FACILITIES ............................................................................................... 29 71 EXISTING DRAINAGE FACILITIES ........................................................................................... 29 DIVISION VIII MISCELLANEOUS CONSTRUCTION ...................................................................... 29 73 CONCRETE CURBS AND SIDEWALKS .................................................................................... 29 DIVISION IX TRAFFIC CONTROL DEVICES ..................................................................................... 32 82 SIGNS AND MARKERS ............................................................................................................ 32 84 MARKINGS ............................................................................................................................... 32 DIVISION XIII APPENDICES ............................................................................................................. 33 APPENDIX A: Form of Agreement
APPENDIX B: Location Exhibit of Project Funding Signage APPENDIX C: School Zones
APPENDIX D: Easement Deed
APPENDIX E: Bicycle Lane Coating
APPENDIX F: Modified City Standard 7320 Road Bump
APPENDIX G: Project Soils Report
APPENDIX H: PG&E Construction Sketch

NOTICE TO BIDDERS
i

NOTICE TO BIDDERS

BID SUBMISSION
Sealed bids will be received by the City of San Luis Obispo at the Public Works Administration Office located at 919 Palm Street, San Luis Obispo California, 93401 until
11:00 D.m. on January 26, 2023
at which time they will be publicly opened and read aloud. Submit bid in a sealed envelope plainly marked:

NORTH CHORRO NEIGHBORHOOD GREENWAY, SPECIFICATION NO.
1000036
Any bid received after the time and date specified will not be considered and will be returned to the bidder unopened. Bids received by Fax or Email will not be considered.

By submission of bid you agree to comply with all instruction and requirements in this notice and the contract documents.

All bids must be submitted on the Bid Item List form(s) provided and submitted with all other Bid Forms included in these Special Provisions.

Each bid must be accompanied by either a:

1. certified check

2. cashier's check

3. bidder's bond
made payable to the City of San Luis Obispo for an amount equal to ten percent of the bid amount as a guaranty. Guaranty will be forfeited to the City San Luis Obispo if the bidder, to whom the contract is awarded, fails to enter into the contract.

The City of San Luis Obispo reserves the right to accept or reject any or all bids or waive any informality in a bid.

All bids are to be compared based on the City Engineer's estimate of the quantities of work to be done, as shown on the Bid Item List.

Bids will only be accepted from bidders that are licensed in compliance with the provisions of Chapter 9, Division III of Business and Professions Code.

The award of the contract, if awarded, will be to the lowest responsive bid submitted by a responsible contractor whose bid complies with the requirements prescribed. If the contract is awarded, the contract will be awarded within 60 calendar days after the opening of the bids.

Failure to raise defects in the notice to bidders or bid forms prior to bid opening constitute a waiver of those defects.

NOTICE TO BIDDERS

NOTICE TO BIDDERS
ii

BID DOCUMENTS
A copy of the plans and special provisions may be downloaded, free of charge, from the City’s website at:
www.slocity.org/government/department-directory/public-works/public-works-bidsproposals No printed copies are available for purchase at the City office.

Standard Specifications and Engineering Standards referenced in the Special Provisions may be downloaded, free of charge, from the City’s website at:
www.slocity.org/government/department-directory/public-works/documentsonline/construction-documents You are responsible to obtain all issued addenda prior to bid opening. Addenda will be available to download at the City’s website listed above or at the office of the City Engineer.

Contact the project manager, Jennifer Rice at 805-781-7058 or the Public Works Department at (805) 781-7200 prior to bid opening to verify the number of addenda issued.

You are responsible to verify your contact information is correct on the plan holders list located on the City’s website at:
www.slocity.org/government/department-directory/public-works/public-works-bidsproposals.

NOTICE TO BIDDERS

NOTICE TO BIDDERS
iii

PROJECT INFORMATION
In general, the project consists of curb ramp construction, minor street reconstruction, application of slurry seal, striping, pavement markings, and signage along the route identified as the North Chorro Neighborhood Greenway. Work ancillary to these maintenance and rehabilitation treatments includes, but is not limited to striping, signage, markings, and traffic control.

The project estimated construction cost is $3,100,000.00 Contract time is established as 200 working days.

The fixed liquidated damages amount is established at $2,600 per day for failure to complete the work within the contract time.

In compliance with section 1773 of the Labor Code, the State of California Department of Industrial Relations has established prevailing hourly wage rates for each type of workman. Current wage rates may be obtained from the Division of Labor at:
https://www.dir.ca.gov/oprl/DPreWageDetermination.htm
This project is subject to compliance monitoring and enforcement by the Department of Industrial Relations.

QUALIFICATIONS
You must possess a valid Class A or C8 Contractor's License at the time of the bid opening.

You and any subcontractors required to pay prevailing wage must be registered with the Department of Industrial Relations pursuant to Section 1725.5 of the Labor Code.

You must have experience constructing projects similar to the work specified for this project. Provide three similar reference projects completed as either the prime or subcontractor. All referenced projects must have been completed within the last five years from this project’s bid opening date.

Two of the three reference projects must have been completed under contract with a city, county, state or federal government agency as the prime contractor.

Two of the three referenced projects must be for concrete work including ADA curb ramp construction within the public right of way.

One of the three referenced projects must be for roadway maintenance by slurry sealing.

NOTICE TO BIDDERS

NOTICE TO BIDDERS
iv
Failure to provide reference projects as specified in this section and as required on the qualification form is cause to reject a bid as being non-responsive.

The City reserves the right to reject any bid based on non-responsiveness if a bidder fails to provide a bid that complies with all bidding instructions.

The City reserves the right to reject a responsive bid based on the non-responsibility of the bidder if the Director of Public Works or Designee finds, after providing notice and a hearing to the bidder, that the bidder lacks the

1. knowledge

2. experience,

3. or is otherwise not responsible
as defined in Section 3.24 of the San Luis Obispo Municipal Code to complete the project in the best interest of the City.

Rejected bidders may appeal this determination. Appeal must comply with the requirements in this Notice to Bidders.

It is the City of San Luis Obispo’s intent to award the contract to the lowest responsive bid submitted by a responsible bidder. If in the bidder’s opinion the contract has been or may be improperly awarded, the bidder may protest the contract award.

Protests must be filed no later than five working days after either:

1. bid opening date

2. notification of rejected bid.

Protest must be in writing and received by the project manager located at:
919 Palm Street
San Luis Obispo, CA 93401.

Valid protests must contain the following information:

1. the reasons for the protest

2. any supporting documentation

3. the ruling expected by the City to remedy the protest.

Any protest not containing all required information will be deemed invalid and rejected.

The City will consider additional documentation or other supporting information regarding the protest if submitted in compliance to the specified time limits. Anything submitted after the specified time limit will be rejected and not be considered.

The Director of Public Works or Designee may request additional information to be submitted within three days of the request, unless otherwise specified, and will notify the protester of ruling within ten days of determination.

NOTICE TO BIDDERS

NOTICE TO BIDDERS
v
If the protester is not satisfied with ruling, the protester may appeal the ruling to the City Council in compliance with Chapter 1.20 of the City of San Luis Obispo Municipal Code.

Pursuant to the Public Records Act (Government Code, § 6250, et seq.), the City will make public records available upon request.

AWARD
The lowest bidder will be determined using the TOTAL PROJECT BID.

As a condition to executing a contract with the City, two bonds each equal to one hundred percent of the total contract price are required in compliance with Section 3-1.05 of the Standard Specifications.

You may substitute securities for moneys withheld under the contract in compliance with the provisions of the Public Contract Code, Section 10263.

ACCOMMODATION
If any accommodations are needed to participate in the bid process, please contact Argelia Chang at (805) 781-7200 or by Telecommunications Device for the Deaf at (805) 781-7107. Requests should be made as early as possible in the bidding process to allow time for accommodation.

BID FORMS
A

BID FORMS
All bid forms must be completed and submitted with your bid. Failure to submit these forms and required bid bond is cause to reject the bid as nonresponsive. Staple all bid forms together.

THE UNDERSIGNED, agrees that they have carefully examined:

1. the location of the proposed work

2. the plans and specifications

3. read the accompanying instructions to bidders
and propose to furnish all:
materials
labor
to complete all the required work satisfactorily in compliance with plans
specifications
special provisions
for the prices set forth in the bid item list:

BID ITEM LIST FOR NORTH CHORRO NEIGHBORHOOD GREENWAY,
SPECIFICATION NO. 1000036
Item Item Unit of Estimated Item Price Total
No. SS(1) Description Measure Quantity (in figures) (in figures)
1 7, 9,
12 TRAFFIC CONTROL PLAN AND
IMPLEMENTATION LS 1
2 5, 9 CONSTRUCTION SURVEY LS 1
3 5, 9, 7 COMPLY WITH CALTRANS
ENCROACHMENT PERMIT LS 1
4 5, 9, 7

COMPLY WITH GRANT DEED AND
RIGHT OF WAY AGREEMENT –

BIKE PATH
LS 1
5 9, 15,
17 CLEARING, GRUBBING, AND LIMB
REMOVAL LS 1
6 9, 15,
26, 39

CHORRO STREET
RECONSTRUCTION SQFT 10000
7 9, 15,
26,
73, 90
CLASS I BIKE PATH (OPTION 2) SQFT 6600
8 9, 15,
26,
73, 90
MINOR CONCRETE (SIDEWALK) SQFT 1700
9 9, 15,
26,
39,
73, 90

MINOR CONCRETE (CURB AND
GUTTER) LF 2355

BID FORMS

BID FORMS
B
10 9, 15,
26,
39,
73, 90

MINOR CONCRETE (CROSS
GUTTER) LF 250
11 9, 15,
26,
39,
73, 90

MINOR CONCRETE (DRIVEWAY
RAMPS) SQFT 800
12 9, 73,
90 MINOR CONCRETE (1.25'
CONCRETE BIKE MEDIAN) LF 1600
13 9, 73,
90 MINOR CONCRETE (3' CONCRETE
BIKE MEDIAN) LF 1650
14 9, 15,
26,
73, 90

MINOR CONCRETE (SIDEWALK
UNDERDRAIN) EA 1
15 9, 15,
20,
26,
73, 90

MINOR CONCRETE (ENERGY

DISSIPATION STRUCTURE AND

COBBLE)
EA 1
16 9, 15,
26,
51,
73, 90

STRUCTURE CONCRETE (CURB &

GUTTER RETAINING WALL -
BROAD ST - STA 21+40 TO 23+12)
LF 172
17 9, 15,
26,
51,
73, 90

STRUCTURE CONCRETE
(RETAINING WALL - BIKE PATH -
STA 1+00 TO 2+80)
LF 180
18 9, 15,
26,
51,
73, 90

STRUCTURE CONCRETE
(LANDSCAPE HIGH CURB -
CHORRO/101)
LF 123
19 9, 15,
26,
51,
73, 90

STRUCTURE CONCRETE (CMU
PILASTER - BIKE PATH) EA 1
20 9, 37 TYPE II SLURRY SEAL SQYD 30,440
21 9, 15,
37 BIKE LANE AND EXISTING CURB
RAMP EDGE GRIND LS 1
22 9, 12 TEMPORARY STRIPING AND
PAVEMENT MARKINGS LS 1
23 9, 15,
39 MINOR HOT MIX ASPHALT (CASE
1 – 10” THICK) SQFT 2,330
24 9, 39 MINOR HOT MIX ASPHALT (SPEED
HUMP – TYPE 2) EA 7
25 9, 15 ADJUST STORMDRAIN MANHOLE
TO GRADE EA 6
26 9, 15 ADJUST SANITARY SEWER
MANHOLE TO GRADE EA 3
27 9, 15 ADJUST COMMUNICATION
VAULT/MANHOLE/BOX TO GRADE EA 36
28 9, 15 ADJUST WATER VALVE TO
GRADE EA 12

BID FORMS

BID FORMS
C
29 9, 15 ADJUST WATER METER TO
GRADE EA 11
30 9, 64,
77 18" HDPE STORM DRAIN PIPE LF 63
31 9, 15,
39, 77

MINOR CONCRETE (STORMDRAIN
CATCH BASIN) EA 1
32 9, 15,
39, 77

MINOR CONCRETE (STORMDRAIN
MANHOLE) EA 2
33 9, 64,
77 6" PERFORATED UNDERDRAIN
PIPE LF 62
34 9, 15,
77 MINOR CONCRETE (12" MIDSTATE
STORMDRAIN CATCH BASIN) EA 3
35 9, 15,
77 MINOR CONCRETE (24” MIDSTATE
STORMDRAIN CATCH BASIN) EA 1
36 9, 64,
77 REMOVE AND REPLACE

STORMDRAIN INLET GRATE AND

INSTALL FILTEREXX STORMEXX
FILTER
EA 17
37 9, 82 12' PUNCH POST EA 45
38 9, 82 14' PUNCH POST EA 3
39 9, 82 R1-1 SIGN 18" EA 2
40 9, 82 R1-1 SIGN 30" EA 4
41 9, 82 R1-2 SIGN 25" EA 1
42 9, 82 R1-3P PLAQUE EA 4
43 9, 82 R4-11 SIGN EA 7
44 9, 82 R5-3 SIGN EA 2
45 9, 82 R7-9 SIGN EA 18
46 9, 82 R10-15 (MODIFIED) "YIELD TO
BIKE" SIGN EA 5
47 9, 82 R81 (CA) SIGN EA 3
48 9, 82 R81A (CA) SIGN EA 2
49 9, 82 R81B (CA) SIGN EA 5
50 9, 82 W1-1 SIGN EA 2
51 9, 82 W1-2L SIGN EA 2
52 9, 82 W4-4P SIGN EA 1
53 9, 82 W11-2 SIGN EA 8
54 9, 82 W16-7P SIGN EA 8
55 9, 82 W84 (CA) SIGN EA 3
56 9, 82 GREENWAY ARROW PLAQUE EA 8
57 9, 82 GREENWAY SIGN EA 19
58 9, 82 PEXCO CITY POST MODEL EAC,
36" WHITE WITH 2 GREY WRAPS EA 23
59 9, 82 72" WHEEL STOP EA 8
60 9, 82
6" YELLOW TACTILE GUIDE STRIP,

VANGUARD ADA SYSTEMS OR

APPROVED EQUAL
LF 82
61 9, 82 INSTALL EXISTING / RELOCATED
SIGN EA 16

BID FORMS

BID FORMS
D
62 9, 84 CURB PAINT LF 200
63 9, 84 PREFORMED THERMOPLASTIC
SHEETS (BROAD/MURRAY) SQFT 120
64 9, 84 ZICLA ZEBRA CYCLE TRACK LANE
SEPARATORS EA 48
65 9, 84 4" YELLOW STRIPING LF 1,300
66 9, 84 DETAIL 1 LF 2,750
67 9, 84 DETAIL 8 LF 50
68 9, 84 DETAIL 22 LF 2,450
69 9, 84 DETAIL 39 LF 3,750
70 9, 84 BIKE BUFFER LF 1,360
71 9, 84 BIKE BUFFER AT DRIVEWAY SQFT 1,140
72 9, 84 HI-VIS CROSSWALK EA 35
73 9, 84 STOP BAR LF 465
74 9, 84 STOP LEGEND EA 32
75 9, 84 STOP LEGEND (1/2 SCALE) EA 7
76 9, 84 BIKE / PED DIRECTIONAL SYMBOL EA 2
77 9, 84 TYPE II ARROW EA 1
78 9, 84 TYPE IV ARROW EA 1
79 9, 84 HUMP LEGEND EA 12
80 9, 84 PED LEGEND EA 2
81 9, 84 XING LEGEND EA 4
82 9, 84 SLOW LEGEND EA 2
83 9, 84 SCHOOL LEGEND EA 4
84 9, 84 TURNING BIKE BOX EA 3
85 9, 84 BIKE SYMBOL & ARROW EA 23
86 9, 84 GREENBACK CHEVRON EA 25
87 9, 84 GREENBACK SHARROW EA 2
88 9, 84 GREENWAY SYMBOL EA 22
89 9, 84 GREEN BIKE LANE MARKINGS
(CASE 1) LF 118
90 9, 84 GREEN BIKE LANE MARKINGS
(CASE 2) LF 286
91 9, 84 GREEN BIKE LANE MARKINGS
(CASE 3) LF 364
92 9, 84 GREEN SEALMASTER COLOR
SAFE PAVEMENT MARKING SQFT 5,640
93 9, 84 YIELD LINE EA 5
94 9, 84,
87 RELOCATE RRFB SOLAR
CROSSWALK (RAMONA) LS 1
95 9, 84,
87 RRFB SOLAR CROSSWALK
(CHORRO/MILL) LS 1

BID FORMS

BID FORMS
E
96 9, 86

FOOTHILL TO RAMONA BIKE PATH

LIGHTING / CHORRO LIGHTING /

CHORRO PG&E SERVICE
LS 1
97 9, 20 BENCHES (BIKE PATH &
CHORRO/MOUNTAIN VIEW) EA 3
98 9, 20 TRASH CONTAINER (BIKE PATH) EA 2
99 9, 20 METAL PICKET FENCING (BIKE
PATH) LF 136
100 9, 20 CHAINLINK FENCE (CHORRO /101) LF 297
101 9, 20 CHAINLINK GATES (CHORRO /101) EA 6
102 9, 20 SOIL PREPARATION (NONBIORETENTION & TREE PITS) CY 130 103 9, 20 BIORETENTION SOIL MIX CY 90
104 9, 20 CLASS II DRAIN ROCK TON 200
105 9, 20 ENERGY DISSIPATOR ROCK TON 5
106 9, 20 IRRIGATION LS 1
107 9, 20 TREE WATERING BAGS (NONIRRIGATED TREES) EA 35 108 9, 20 PLANTING (SHRUBS - ALL AREAS) SQFT 10,672
109 9, 20 PLANTING (TREES - ALL AREAS) EA 63
110 9, 20 GREENWAY
PLANTERS/SOIL/PLANTS EA 285
111 9, 20 MULCH (BIORETENTION AREAS) CY 9
112 9, 20 MULCH (CONVENTIONAL
PLANTING AREAS & TREES) CY 96
113 9, 20 GREENWAY PLANTERS
MAINT/WATERING (1-YR) LS 1
114 9, 20 ESTABLISHMENT/MAINTENANCE
ALL TREES & PLANTS (1 YR) LS 1
115 9, 20 HAND WATER NON-IRRIGATED
TREES (1-YR) EA 35
116 9, 20 HAND WATER NON-IRRIGATED
UNDERSTORY PLANTINGS (1-YR) LS 1
117 9, 73 CURB RAMP ALMOND-MISSION (E)
C-4.17 LS 1
118 9, 73 CURB RAMP BROAD-MISSION (E)
C-4.16 LS 1
119 9, 73 CURB RAMP BROAD-MISSION (N)
C-4.15 LS 1
120 9, 73 CURB RAMP CENTER-CHORRO
(NE) C-4.26 LS 1
121 9, 73 CURB RAMP CENTER-CHORRO
(NW) C-4.25 LS 1
122 9, 73 CURB RAMP CENTER-CHORRO
(SE) C-4.27 LS 1
123 9, 73 CURB RAMP CENTER-CHORRO
(SW) C-4.28 LS 1
124 9, 73 CURB RAMP CERRO ROMAULDOFERRINI (NW) C-4.4 LS 1

BID FORMS

BID FORMS
F
125 9, 73 CURB RAMP CERRO ROMAULDOFERRINI (SE) C-4.3 LS 1 126 9, 73 CURB RAMP FELTON-FERRINI
(NW) C-4.2 LS 1
127 9, 73 CURB RAMP FELTON-FERRINI
(SW) C-4.1 LS 1
128 9, 73 CURB RAMP LINCOLN-CHORRO
(NE) C-4.35 LS 1
129 9, 73 CURB RAMP LINCOLN-CHORRO
(NW) C-4.34 LS 1
130 9, 73 CURB RAMP LINCOLN-CHORRO
(SE) C-4.36 LS 1
131 9, 73 CURB RAMP LINCOLN-CHORRO
(SW) C-4.37 LS 1
132 9, 73 CURB RAMP MEINEKE-BROAD (N)
C-4.8 LS 1
133 9, 73 CURB RAMP MEINEKE-BROAD (S)
C-4.9 LS 1
134 9, 73 CURB RAMP MEINEKE C-4.10 LS 1
135 9, 73 CURB RAMP MILL-CHORRO (NW)
C-4.46 LS 1
136 9, 73 CURB RAMP MILL-CHORRO (NE)
C-4.49 LS 1
137 9, 73 CURB RAMP MILL-CHORRO (SE)
C-4.48 LS 1
138 9, 73 CURB RAMP MILL-CHORRO (SW)
C-4.47 LS 1
139 9, 73 CURB RAMP MISSION-CHORRO
(NE) C-4.20 LS 1
140 9, 73 CURB RAMP MISSION-CHORRO
(NW) C-4.19 LS 1
141 9, 73 CURB RAMP MISSION-CHORRO
(SE) C-4.21 LS 1
142 9, 73 CURB RAMP MISSION-CHORRO
(SW) C-4.22 LS 1
143 9, 73 CURB RAMP MISSION BULBOUT
C-4.18 LS 1
144 9, 73 CURB RAMP MOUNTAIN VIEWCHORRO (NE) C-4.30 LS 1 145 9, 73 CURB RAMP MOUNTAIN VIEWCHORRO (NW) C-4.29 LS 1 146 9, 73 CURB RAMP MOUNTAIN VIEWCHORRO (SE) C-4.31 LS 1 147 9, 73 CURB RAMP MOUNTAIN VIEWCHORRO (SW) C-4.33 LS 1 148 9, 73 CURB RAMP MURRAY-BROAD (E)
C-4.12 LS 1
149 9, 73 CURB RAMP MURRAY-BROAD (N)
C-4.11 LS 1
150 9, 73 CURB RAMP MURRAY-BROAD (S)
C-4.13 LS 1

BID FORMS

BID FORMS
G
151 9, 73 CURB RAMP MURRAY-BROAD (W)
C-4.14 LS 1
152 9, 73 CURB RAMP PEACH-CHORRO
(SE) C-4.43 LS 1
153 9, 73 CURB RAMP PEACH-CHORRO
(NW) C-4.45 LS 1
154 9, 73 CURB RAMP PEACH-CHORRO
(SW) C-4.44 LS 1
155 9, 73 CURB RAMP PEACH-CHORRO
(NE) C-4.42 LS 1
156 9, 73 CURB RAMP RAMONA-BROAD (E)
C-4.6 LS 1
157 9, 73 CURB RAMP RAMONA-BROAD (W)
C-4.7 LS 1
158 9, 73 CURB RAMP RAMONA CROSSING
C-4.5 LS 1
159 9, 73 CURB RAMP VENABLE-CHORRO
(NE) C-4.23 LS 1
160 9, 73 CURB RAMP WALNUT-CHORRO
(SE) C-4.40 LS 1
161 9, 73 CURB RAMP WALNUT-CHORRO
(SE) C-4.24 LS 1
162 9, 73 CURB RAMP WALNUT-CHORRO
(N) C-4.38 LS 1
163 9, 19 ROUGH GRADING CUT (BIKE
PATH) CY 300
164 9, 19 ROUGH GRADING CUT (STORM
WATER MITIGATION AREAS) CY 200
Bid Total (or Base Bid) $
Company Name:
(1) refers to section in the Standard Specifications, with modifications in the Special Provisions, that describe required work. Contractor shall provide a schedule of values for all LS items before or at the pre-construction meeting.

BID FORMS

BID FORMS
H

LIST OF SUBCONTRACTORS
Pursuant to Section 4100 of the Public Contracts Code and section 2-1.33C of the standard specifications, the Bidder is required to furnish the following information for each Subcontractor performing more than 1/2 percent (0.5%) of the total base bid. Do not list alternative subcontractors for the same work. Subcontracting must not total more than fifty percent (50%) of the submitted bid except as allowed in section 5-1.13 of the standard specifications.

For Streets & Highways projects, subcontractors performing less than ten thousand dollars ($10,000) worth of work need not be mentioned. Subcontractors required to pay prevailing wage, must be registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5 to be listed.

NOTE: If there are no subcontractors, write “NONE” and submit with bid.

Name Under Which
Subcontractor is Licensed License Number
DIR Public
Works
Registration
Number
Address and Phone
Number of Office, Mill or
Shop
Specific
Description of
Subcontract
% of
Total
Base
Bid
Attach additional sheets as needed.

BID FORMS

BID FORMS
I
PUBLIC CONTRACT CODE SECTION 10285.1 STATEMENT
In compliance with Public Contract Code Section 10285.1 (Chapter 376, Stats. 1985), the bidder hereby declares under penalty of perjury under the laws of the State of California that the bidder, or any subcontractor to be engaged by the bidder, has ____, has not ____ been convicted within the preceding three years of any offenses referred to in that section, including any charge of fraud, bribery, collusion, conspiracy, or any other act in violation of any state or federal antitrust law in connection with the bidding upon, award of, or performance of, any public works contract, as defined in Public Contract Code Section 1101, with any public entity, as defined in Public Contract Code Section 1100, including the Regents of the University of California or the Trustees of the California State University. The term "bidder" is understood to include any partner, member, officer, director, responsible managing officer, or responsible managing employee thereof, as referred to in Section 10285.1.

NOTE: The bidder must place a check mark after "has" or "has not" in one of the blank spaces provided. The above Statement is part of the Bid. Signing this Bid on the signature portion constitute signature of this Statement. Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution.

PUBLIC CONTRACT CODE SECTION 10162 QUESTIONNAIRE
In compliance with Public Contract Code Section 10162, the Bidder must complete, under penalty of perjury, the following questionnaire:

Has the bidder, any officer of the bidder, or any employee of the bidder who has a proprietary interest in the bidder, ever been disqualified, removed, or otherwise prevented from bidding on, or completing a federal, state, or local government project because of a violation of law or a safety regulation?
Yes No
If the answer is yes, attach a letter explaining the circumstances PUBLIC CONTRACT CODE SECTION 10232 STATEMENT
In compliance with Public Contract Code Section 10232, you hereby state under penalty of perjury, that no more than one final unappealable finding of contempt of court by a federal court has been issued against you within the immediately preceding two-year period because of your failure to comply with an order of a federal court which orders you to comply with an order of the National Labor Relations Board.

LABOR CODE SECTION 1725.5 STATEMENTS
The bidder has delinquent liability to an employee or the state for any assessment of back wages or related damages, interest, fines, or penalties pursuant to any final judgment, order, or determination by a court or any federal, state, or local administrative agency, including a confirmed arbitration award. Any judgment, order, or determination that is

BID FORMS

BID FORMS
J
under appeal is excluded, provided that the contractor has secured the payment of any amount eventually found due through a bond or other appropriate means.

Yes No
The bidder is currently debarred under Section 1777.1 or under any other federal or state law providing for the debarment of contractors from public works.

Yes No
NOTE: The above Statements and Questionnaire are part of the Bid. Signing this Bid on the signature portion constitute signature of this Statement and Questionnaire. Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution.

BID FORMS

BID FORMS
K

NON-COLLUSION DECLARATION
I, , declare that
I am of ,
the party making the foregoing bid that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone refrained from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid.

Executed on , 20 , in __
I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct.

(Signature and Title of Declarant)
(SEAL)
Subscribed and sworn to before me
this _______day of _________, 20_____

Notary Public
Company Name:____________________

BID FORMS

BID FORMS
L

BIDDER ACKNOWLEDGEMENTS
By signing below, the bidder acknowledges and confirms that this bid is based on the information contained in all contract documents, including the notice to bidders, plans, specifications, special provisions, and addendum number(s) . (Note: You are responsible to verify the number of addenda prior to the bid opening.)
The undersigned further agrees that in case of default in executing the required contract, with necessary bonds, within eight days, (not including Saturdays, Sundays, and legal holidays), after having received a mailed notice that the contract is ready for signature, the proceeds of the check or bond accompanying his bid will become the property of the City of San Luis Obispo.

Licensed in accordance with an act providing for the registration of contractors, License No. , Expiration Date .

The above statement is made under penalty of perjury, and any bid not containing this information "will be considered non-responsive and will be rejected” by the City.

Signature of Bidder
(Print Name and Title of Bidder)
DIR– Public Works
Registration No:

Business Name (DBA):

Owner/Legal Name:

Indicate One:

Sole-proprietor
Partnership
Corporation
List Partners/Corporate Officers:

Name Title
Name Title
Name Title
Business Address
Street Address
Mailing Address
City, State, Zip Code
Phone Number
Fax Number
Email Address
Date

BID FORMS

BID FORMS
M

QUALIFICATIONS
Failure to furnish complete reference information ON THIS FORM, as specified in this project’s Notice to Bidders and indicated below, is cause to reject the bid. Additional information may be attached but is not a substitute for this form.

Reference Number 1
Customer Name & Contact Individual
Telephone & Email
Project Name (Site Address):

Did this project include curb ramp
construction?
Yes □ No □
Describe the services provided and how this project is similar to that which is being bid:

Date project completed:

Was this contract for a public agency?
Yes □ No □
Reference Number 2
Customer Name & Contact Individual
Telephone & Email
Project Name (Site Address):

Did this project include curb ramp
construction?
Yes □ No □
Describe the services provided and how this project is similar to that which is being bid:

Date project completed:

Was this contract for a public agency?
Yes □ No □
Reference Number 3
Customer Name & Contact Individual
Telephone & Email
Project Name (Site Address):

Did this project include roadway
maintenance by slurry sealing?
Yes □ No □
Describe the services provided and how this project is similar to that which is being bid:

Date project completed:

Was this contract for a public agency?
Yes □ No □

BID FORMS

BID FORMS
N

ATTACH BIDDER'S BOND TO ACCOMPANY BID
Know all men by these presents:

That we ____________________________________________, AS PRINCIPAL, and _______________________________________________________, AS SURETY, are held and firmly bound unto the City of San Luis Obispo in the sum of:
____________________________________________________ Dollars (_____________) to be paid to said City or its certain attorney, its successors and assigns; for which payment, well and truly to be made, we bind ourselves, our heirs, executors and administrators, successors or assigns, jointly and severally, firmly by these presents:

THE CONDITION OF THIS OBLIGATION IS SUCH, that if the certain bid of the above bounden ______________________________________________________________________ to construct ___________________________________________________________________ (insert name of street and limits to be improved or project) dated _____________________ is accepted by the City of San Luis Obispo, and if the above bounden _______________________________________________________, his heirs, executors, administrators, successors, and assigns shall duly enter into and execute a contract for such construction and shall execute and deliver the two bonds described within ten (10) days (not including Saturdays, Sundays, or legal holidays) after the above bounden,
______________________________________________________, has received notice by and from the said City of San Luis Obispo that said contract is ready for execution, then this obligation shall become null and void; otherwise, it shall be and remain in full force and virtue.

IN WITNESS WHEREOF, we hereunto set our hands and seals this ___ day of ______, 20____.

Bidder Principal:

Signature Date
Title:

Surety:

Bidder's signature is not required to be notarized. Surety's signature must be notarized.

Equivalent form may be substituted
(Rev. 6-30-14)

SPECIAL PROVISIONS
1 SPECIAL PROVISIONS

ORGANIZATION
Special provisions are under headings that correspond with the main section heading of the Standard Specifications. Each special provision begins with a revision clause that describes or introduces a revision to the Standard Specifications. Any paragraph added or deleted by a revision clause does not change the paragraph number of the Standard Specifications for any other reference to a paragraph of the Standard Specifications.

DIVISION I GENERAL PROVISIONS
1 GENERAL
Add to Section 1-1.01 GENERAL:

The work must be done in compliance with the City of San Luis Obispo, Department of Public Works:

1. North Chorro Neighborhood Greenway Special Provisions

2. City of San Luis Obispo Standard Specifications and Engineering Standards – 2020 edition

3. State of California, Department of Transportation Standard Specifications and Standard Plans – 2015 edition
In case of conflict between documents, governing ranking must comply with section 5-

1.02 of the City of San Luis Obispo’s Standard Specifications.

Failure to comply with the provisions of these sections is a material breach of contract:

1. Sections 5 through 8 of the Standard Specifications

2. Section 12 through 15 of the Standard Specifications

3. Section 77-1 of the Standard Specifications

4. Section 81 of the Standard Specifications

5. authorized working hours

6. OSHA compliance
2 BIDDING
Replace Section 2-1.33A BID DOCUMENT COMPLETION AND SUBMITTAL, General with:

Furnish bid using blank forms provided in the Special Provisions. Bid must include all forms and must be signed by the bidder.
3 CONTRACT AWARD AND EXECUTION
Add Section 3-1.18B CONTRACT EXECUTION, Caltrans Encroachment Permit 3-

1.18B Caltrans Encroachment Permit

SPECIAL PROVISIONS

SPECIAL PROVISIONS
2 Compliance with Caltrans Encroachment permit and traffic control shall conform to the provisions of Section 12 “Temporary Traffic Control”, of the Standard Specifications and these Special Provisions.
4 SCOPE OF WORK
Add to Section 4-1.03 WORK DESCRIPTION:

Comply with the provisions of Sections 3, 5, 6, 7, 8, 12, 14, 15, 19, 20, 26, 37, 39, 51, 56, 64, 73, 77, 82, 84, 86, 87, and 90 for general, material, construction, and payment specifics. Refer to these Special Provisions for modifications to the above Sections.

Add Section 4-1.03A WORK DESCRIPTION, Project Specific Signage:

Protect in place project funding signage in work area (See Appendix B). 5 CONTROL OF WORK
Add to Section 5-1.01 GENERAL:

All overtime work must be approved in advance by the Engineer and all overtime inspection costs shall be the responsibility of the contractor.

Scheduling and sequencing of work along with means and methods are the contractor’s responsibility. If the contractor chooses to apply the micro surfacing before installing the curbs, steps shall be taken during curb installation that will prevent any concrete from staining or marking the new micro surfacing. If the curbs are installed first, steps shall be taken to prevent any micro surfacing material from staining or marking the new curbs.

Any stains or markings on the adjacent surfaces will be cleaned or the surface resurfaced to the satisfaction of the engineer.
6 CONTROL OF MATERIALS
Add to Section 6-2.03 DEPARTMENT ACCEPTANCE:

The City will furnish one (1) GREEN WAY SYMBOL stencil as detailed on Sheet C-5.1 of the project plans. Contractor can obtain additional stencil(s) at its own discretion and must be approved by the Engineer prior to use for this project.

Water to be used in the slurry seal emulsion must be potable water. The City will provide a hydrant location for the slurry mix. The Contractor will be responsible to pay for the potable water.
7 LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC
Add to Section 7-1.03B PUBLIC CONVENIENCE, Traffic Control Plan Unless stated otherwise below, work hours are Monday through Friday between 7:00 a.m. to 4:00 p.m. at all the affected streets.

SPECIAL PROVISIONS

SPECIAL PROVISIONS
3 Unless otherwise approved by Caltrans and the Engineer, work within Caltrans Right of Way must be performed between the hours of 9:00 a.m. to 3:00 p.m Monday – Thursday and 9:00 a.m. to 2:00 p.m. Friday.

CURB RAMPS
Where curb ramp improvements are proposed at multiple corners of the intersection, the contractor shall provide a phasing plan showing schedule for demolition and construction of ramps in a manner that retains pedestrian access on at least one side of the street at all times. The construction phasing approach for these ramps shall be approved to the satisfaction of the Engineer.

SCHOOL ZONES
All work within school zones (Appendix C) are limited to 9:00 a.m. to 2:00 p.m. (Tuesday through Friday) and 9:30 a.m. to 2:00 p.m. on Mondays.

TRAFFIC CONTROL ZONES
Contractor shall provide traffic control plan and traffic control application at or before the preconstruction meeting. Traffic control plan must be drawn to scale. Traffic control application may be obtained on the City’s website:
www.slocity.org/government/department-directory/public-works/documentsonline/construction-documents Upon approval of the traffic control plan, the City will issue a no-fee Encroachment Permit.

Permittee is responsible to comply with all conditions of the traffic control plan. Complete work using due diligence to restore free flowing of traffic. 8 PROSECUTION AND PROGRESS
Replace the 1st paragraph in Section 8-1.02A SCHEDULE, General with:

Provide a Level 2 schedule for this work. A three-week lookahead schedule, updated each week, shall be provided to the Engineer before commencing the following week’s work. This requirement shall be completed in order to continue construction work. Weekly progress meetings will be held.

Contractor shall not work in more than two sites concurrently unless approved by the Engineer.

Contractor must start work within the Bicycle/Pedestrian Path Easement and Temporary Construction Easement areas per Exhibit B of Appendix D as the first item of work. Work to be completed within the easement no later than 4 months from the date of the Notice to Proceed, unless otherwise approved by the Engineer. The City will be responsible for

SPECIAL PROVISIONS

SPECIAL PROVISIONS
4 providing Notice of Commencement of Construction to the property owner, per the Easement Deed (Appendix D).

Caltrans Right-of-Way work. Work between Lincoln St and Walnut St must be the last item of work, or based upon the approval of the Engineer. 9 PAYMENT
Add to Section 9-1.02A:

The Project Plans consist of one plan set, NORTH CHORRO NEIGHBORHOOD GREENWAY PROJECT.

The following is a general description of the type of work for each bid item listed in the Bid Schedule and is not intended to be all-inclusive. Comply with the contract documents for the work.

Bid items quantified as lump sum items are required to submit a schedule of values according to section 9-1.16B. The schedule of values must be authorized by the Engineer prior to progress payments.

Bid items of work shown on the plans or indicated in the specifications or miscellaneous items of work which are not specifically identified in the bid item descriptions or bid schedule are included in lump sum items of work and must be identified in the Schedule of Values submittal by the Contractor and no additional payment will be made.

Summary BASE BID Item Descriptions:

1. TRAFFIC CONTROL PLAN AND IMPLEMENTATION
Comply with section 7 and 12 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Temporary Traffic Control is intended to be all-inclusive and shall include the preparation of Traffic Control Plans, implementation, and maintenance of the traffic control system during the project to manage and maintain vehicle, bicycle, and pedestrian traffic.

Implementation of the Traffic Control System includes all items listed in the authorized Traffic Control Plan including but not limited to constriction area signs, detour signs, barricades, and any other required traffic appurtenances.

2. CONSTRUCTION SURVEY
Comply with section 5 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required to provide construction surveying and for establishing necessary lines and grades to complete the work. Survey monuments and benchmarks must be protected and restored in accordance with Section 5-1.36. Surveying must be performed under

SPECIAL PROVISIONS

SPECIAL PROVISIONS
5 the direction of a Licensed Land Surveyor or Civil Engineer authorized by the State of California to provide these services.

3. COMPLY WITH CALTRANS ENCROACHMENT PERMIT
Comply with section 5 and 7 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required to complete the work (during the day or night) involved to comply with all Caltrans encroachment permit requirements. The contract price shall also include the application fee of $1,400.00 for obtaining a double permit for Encroachment Permit (PENDING).

4. COMPLY WITH GRANT DEED AND RIGHT OF WAY AGREEMENT – BIKE PATH
Comply with section 5 and 7 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required to comply with all provisions of the Deed and Agreement as specified in the contract documents.

5. CLEARING, GRUBBING, AND LIMB REMOVAL
Comply with section 15 and 17 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required to remove existing trees/shrubs as shown on the plans, as directed by an Arborist, or as necessary to complete all work to the limits as indicated on the plans.

6. CHORRO STREET RECONSTRUCTION
Comply with section 15, 26, and 39 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required to remove the existing roadway structural section (asphalt and base), grading and compaction of subgrade, installation and compaction of aggregate base, and installation and compaction of asphalt paving to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer.

7. CLASS 1 BIKE PATH (OPTION 2)
Comply with section 15, 26, 73, and 90 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required to remove all existing site conditions, protection of the existing facilities, grading activities and restoration of existing facilities once the grading activities are complete, replacement of landscaping and irrigation features, excavation and fill,

SPECIAL PROVISIONS

SPECIAL PROVISIONS
6 grading and compaction of subgrade, installation and compaction of aggregate base, installation and compaction of aggregate base shoulder, and installation of concrete and reinforcement to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer.

8. MINOR CONCRETE (SIDEWALK)
Comply with section 15, 26, 73, and 90 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required to remove the existing sidewalk structural section (concrete and base), grading and compaction of subgrade, installation and compaction of aggregate base, and installation of concrete and reinforcement to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer.

9. MINOR CONCRETE (CURB AND GUTTER)
Comply with section 15, 26, 39, 73, and 90 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required to remove the existing curb, gutter and pavement structural sections (concrete, asphalt, and base), grading and compaction of subgrade, installation and compaction of aggregate base, installation of concrete and reinforcement, and installation and compaction of asphalt paving to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer.

10. MINOR CONCRETE (CROSS GUTTER)
Comply with section 15, 26, 39, 73, and 90 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required to remove the existing concrete and pavement structural sections (concrete, asphalt, and base), grading and compaction of subgrade, installation and compaction of aggregate base, installation of concrete and reinforcement, and installation and compaction of asphalt paving to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer. Cross gutter limits are identified as the portion of the cross gutter between gutter spandrels.

11. MINOR CONCRETE (DRIVEWAY RAMP)
Comply with section 15, 26, 39, 73, and 90 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required to remove the existing concrete and pavement structural sections (concrete, asphalt, and base), grading and compaction of subgrade, installation and compaction of aggregate base, installation of concrete and reinforcement, and

SPECIAL PROVISIONS

SPECIAL PROVISIONS
7 installation and compaction of asphalt paving to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer.

12. MINOR CONCRETE (1.25’ CONCRETE BIKE MEDIAN)
Comply with section 73 and 90 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required for the procurement and installation of pexco post object markers, and the installation of concrete and reinforcement to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer.

13. MINOR CONCRETE (3’ CONCRETE BIKE MEDIAN)
Comply with section 73 and 90 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required for the procurement and installation of pexco post object markers, and the installation of concrete and reinforcement to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer.

14. MINOR CONCRETE (SIDEWALK UNDERDRAIN)
Comply with section 15, 26, 73 and 90 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required to remove the existing soil, concrete and pavement structural sections (concrete, asphalt, and base), grading and compaction of subgrade, installation and compaction of aggregate base, installation of concrete and reinforcement, and installation of frame and covers to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer.

15. MINOR CONCRETE (ENERGY DISSIPATION STRUCTURE AND COBBLE) Comply with section 15, 20, 26, 73 and 90 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required to remove the existing soil, concrete and pavement structural sections (concrete, asphalt, and base), grading and compaction of subgrade, installation and compaction of aggregate base, installation of concrete and reinforcement, installation of weir, and installation of cobble (structure and median) to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer.

SPECIAL PROVISIONS

SPECIAL PROVISIONS
8 16. STRUCTURE CONCRETE (CURB AND GUTTER RETAINING WALL – BROAD ST – STA 21+40 TO 23+12)
Comply with section 15, 26, 51, 73, and 90 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required to remove the existing soil, concrete and pavement structural sections (concrete, asphalt, and base), grading and compaction of subgrade, installation and compaction of aggregate base, installation of waterproofing, permeable material, filter fabric, wall drain, and weep holes, installation of concrete and reinforcement, and installation and compaction of final grading to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer.

17. STRUCTURE CONCRETE (RETAINING WALL – BIKE PATH – STA 1+00 TO 2+80)
Comply with section 15, 26, 51, 73, and 90 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required to remove the existing soil, concrete and pavement structural sections (concrete, asphalt, and base), grading and compaction of subgrade, installation and compaction of aggregate base, installation of waterproofing, permeable material, filter fabric, wall drain, and weep holes, installation of concrete, post holes, and reinforcement, and installation and compaction of final grading to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer.

18. STRUCTURE CONCRETE (LANDSCAPE HIGH CURB – CHORRO/101) Comply with section 15, 26, 51, 73, and 90 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required to remove the existing soil, concrete and pavement structural sections (concrete, asphalt, and base), grading and compaction of subgrade, installation and compaction of aggregate base, installation of waterproofing, permeable material, filter fabric, wall drain, and weep holes, installation of concrete, post holes, and reinforcement, and installation and compaction of final grading to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer.

19. STRUCTURE CONCRETE (CMU PILASTER – BIKE PATH)
Comply with section 15, 26, 51, 73, and 90 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required to remove the existing soil, concrete and pavement structural sections (concrete, asphalt, and base), grading and compaction of subgrade, installation and compaction of aggregate base, installation of concrete and reinforcement,

SPECIAL PROVISIONS

SPECIAL PROVISIONS
9 installation of brick, and installation and compaction of final grading to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer.

20. TYPE II SLURRY SEAL
Comply with section 13 and 37 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, “No Parking” notices, door hangers, and incidentals required to install slurry seal to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer. Payment includes, but is not limited to, a slurry schedule, pneumatic tire roll compaction, a street sweeping schedule, and street sweeping 24 hours after and 30 days after initial slurry installation.

21. BIKE LANE AND EXISTING CURB RAMP EDGE GRIND
Comply with section 15 and 37 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required to grind the existing asphalt adjacent to a concrete gutter, prior to slurry seal application, for bike lanes and existing curb ramps to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer.

22. TEMPORARY STRIPING AND PAVEMENT MARKINGS
Comply with section 12 and 84 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required to remove the existing striping and pavement markings, temporary striping and pavement markings to match proposed lane configuration after existing traffic stripes and pavement markings have been removed, and temporary striping and pavement markings to match proposed lane configuration after the application of slurry sealing to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer.

23. MINOR HOT MIX ASPHALT (CASE 1 – 10” THICK)
Comply with section 15 and 39 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required to saw-cut, grind, and remove the existing pavement structural section (concrete, asphalt, and base), grading and compaction of subgrade, and installation and compaction of asphalt paving to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer.

24. MINOR HOT MIX ASPHALT (SPEED HUMP – TYPE 2)

SPECIAL PROVISIONS

SPECIAL PROVISIONS
10 Comply with section 15 and 39 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required to remove the existing asphalt speed hump, remove the existing asphalt under the speed hump to a minimum of 2” below existing finish grade (modification from City Standard 7320), and installation and compaction of asphalt paving to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer.

25. ADJUST STORMDRAIN MANHOLE TO GRADE
Comply with section 15 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required to remove the existing collar, adjusting to grade, and installation of a new concrete collar to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer.

26. ADJUST SANITARY SEWER MANHOLE TO GRADE
Comply with section 15 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required to remove the existing collar, adjusting to grade, and installation of a new concrete collar to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer.

27. ADJUST COMMUNICATION VAULT/MANHOLEH/BOX TO GRADE
Comply with section 15 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required to remove the existing collar, adjusting to grade, and installation of a new concrete collar to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer.

28. ADJUST WATER VALVE TO GRADE
Comply with section 15 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required to remove the existing collar adjusting to grade, and installation of a new concrete collar to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer.

29. ADJUST WATER METER TO GRADE
Comply with section 15 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required to remove

SPECIAL PROVISIONS

SPECIAL PROVISIONS
11 the existing collar, adjusting to grade, and installation of a new concrete collar to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer.

30. 8" HDPE STORM DRAIN PIPE
Comply with section 64 and 77 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required to excavate the trench, lay the pipe to the design line and grade, connections into new/existing structures, and place and compact backfill material to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer.

31. MINOR CONCRETE (STORMDRAIN CATCH BASIN)
Comply with section 15, 39, and 77 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required to demolish the existing catch basin (Chorro/Walnut), remove the existing soil, concrete and pavement structural sections (concrete, asphalt, and base), excavation of the trench, installation of crushed rock or aggregate base, installation of concrete and reinforcement, installation of hardware, and installation and compaction of pavement to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer.

32. MINOR CONCRETE (STORMDRAIN MANHOLE)
Comply with section 15, 39, and 77 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required to existing soil, concrete and pavement structural sections (concrete, asphalt, and base), excavation of the trench, installation of crushed rock or aggregate base, installation of concrete and reinforcement, installation of hardware, installation and compaction of pavement, and installation of concrete collar to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer.

33. 6" PERFORATED UNDERDRAIN PIPE
Comply with section 64 and 77 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required to excavate the trench, lay the pipe to the design line and grade, and connect into new/existing structures to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer. Backfill of trench to be paid for in other items of work (Bioretention Soil Mix and Class II Drain Rock).

SPECIAL PROVISIONS

SPECIAL PROVISIONS
12 34. MINOR CONCRETE (12” MIDSTATE STORMDRAIN CATCH BASIN) Comply with section 77 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required to existing soil, concrete and pavement structural sections (concrete, asphalt, and base), excavation of the trench, installation of crushed rock or aggregate base, installation of concrete and reinforcement, installation of hardware, installation and compaction of backfill to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer.

35. MINOR CONCRETE (24” MIDSTATE STORMDRAIN CATCH BASIN) Comply with section 77 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required to existing soil, concrete and pavement structural sections (concrete, asphalt, and base), excavation of the trench, installation of crushed rock or aggregate base, installation of concrete and reinforcement, installation of hardware, installation and compaction of backfill to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer.

36. REMOVE AND REPLACE STORMDRAIN INLET GRATE AND FILTER Comply with section 64 and 77 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required to protect the existing stormdrain inlet, remove the existing frame and grate, installation of Filtrexx Stormexx Clean Catch Basin Inlet Filter,installation of a Honeycomb Caltrans Type 18-8S or 24-10S, modified to fit, and adjusting the new frame and grate to grade to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer.

37. 12’ PUNCH POST
Comply with section 82 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required to remove and/or relocate existing punch posts, and for the procurement and installation of punch posts (in new sidewalk, existing sidewalk, or landscape median) to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer.

38. 14’ PUNCH POST
Comply with section 82 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required to remove and/or relocate existing punch posts, and for the procurement and installation of punch posts (in new sidewalk, existing sidewalk, or landscape median) to the limits

SPECIAL PROVISIONS

SPECIAL PROVISIONS
13 as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer.

BID ITEMS 39-60
Comply with section 82 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required for the procurement and installation to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer.

39. R1-1 SIGN 18”

40. R1-1 SIGN 30”

41. R1-2 SIGN 25”

42. R1-3P PLAQUE

43. R4-11 SIGN

44. R5-3 SIGN

45. R7-9 SIGN

46. R10-15 (MODIFIED) “YIELD TO BIKE” SIGN

47. R81 (CA) SIGN

48. R81A (CA) SIGN

49. R81B (CA) SIGN

50. W1-1 SIGN

51. W1-2L SIGN

52. W4-4P SIGN

53. W11-2 SIGN

54. W16-7P SIGN

55. W84 (CA) SIGN

56. GREENWAY ARROW PLAQUE

57. GREENWAY SIGN

58. PEXCO CITY POST MODEL EAC, 36" WHITE WITH 2 GREY WRAPS

59. 72” WHEEL STOP

60. 6" YELLOW TACTILE GUIDE STRIP, VANGUARD ADA SYSTEMS OR

APPROVED EQUAL

61. INSTALL EXISTING / RELOCATED SIGN
Comply with section 82 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required for the removal and abandonment, relocation, and installation to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer.

62. CURB PAINT
Comply with section 84 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for

SPECIAL PROVISIONS

SPECIAL PROVISIONS
14 furnishing all labor, materials, tools, equipment, and incidentals required for the removal and installation of curb paint (all colors) to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer.

63. PREFORMED THERMOPLASTIC SHEETS (BROAD/MURRAY)
Comply with section 84 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required for the procurement and installation to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer.

64. ZICLA ZEBRA CYCLE TRACK LANE SEPARATORS
Comply with section 84 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required for the installation of cycle track lane separators to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer.

BID ITEMS 65-93
Comply with section 84 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required for the installation of striping/markings to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer.

65. 4” YELLOW STRIPING

66. DETAIL 1

67. DETAIL 8

68. DETAIL 22

69. DETAIL 39

70. BIKE BUFFER
Includes all striping and cross hatching regardless of width of buffer.

71. BIKE BUFFER AT DRIVEWAY
Includes all striping and cross hatching regardless of width of buffer.

72. HI-VIZ CROSSWALK

73. STOP BAR

74. STOP LEGEND

75. STOP LEGEND (1/2 SCALE)

76. BIKE / PED DIRECTIONAL SYMBOL

77. TYPE II ARROW

78. TYPE IV ARROW

79. HUMP LEGEND

SPECIAL PROVISIONS

SPECIAL PROVISIONS
15 80. PED LEGEND

81. XING LEGEND

82. SLOW LEGEND

83. SCHOOL LEGEND

84. TURNING BIKE BOX

85. BIKE SYMBOL AND ARROW

86. GREENBACK CHEVRON

87. GREENBACK SHARROW

88. GREENWAY SYMBOL

89. GREEN BIKE LANE MARKINGS (CASE 1)
Includes bike lane symbol, green paint, white markings and striping

90. GREEN BIKE LANE MARKINGS (CASE 2)
Includes bike lane symbol, green paint, white markings and striping

91. GREEN BIKE LANE MARKINGS (CASE 3)
Includes bike lane symbol, green paint, white markings and striping

92. GREEN SEALMASTER COLOR SAFE PAVEMENT MARKING

93. YIELD LINE

94. RELOCATE RRFB SOLAR CROSSWALK (RAMONA)
Comply with section 84 and 87 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required for the relocation and installation of the existing RRFB system to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer.

95. RRFB SOLAR CROSSWALK (CHORRO/MILL)
Comply with section 84 and 87 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required for the installation of the new RRFB system to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer.

96. FOOTHILL TO RAMONA BIKE PATH LIGHTING / CHORRO LIGHTING /

CHORRO PG&E SERVICE
Comply with section 86 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required for the installation the lighting and electrical system to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer. This work includes, but is not limited to, the installation of pathway lights and streetlights, trench excavation and restoration, installation of conduits, wire, pull boxes, meter pedestals, tying into existing meter pedestal, and coordination with PG&E for service install.

SPECIAL PROVISIONS

SPECIAL PROVISIONS
16 97. BENCHES (BIKE PATH & CHORRO/MOUNTAIN VIEW)
Comply with section 20 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required to procure and install the benches to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer.

Concrete work is paid for under other bid items of work (Class I Bike Path and Minor Concrete (Concrete Pavers).

98. TRASH CONTAINER (BIKE PATH)
Comply with section 20 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required to procure and install the trash containers to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer.

Concrete work is paid for under other bid items of work (Class I Bike Path).

99. METAL PICKET FENCING (BIKE PATH)
Comply with section 20 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required to tie into the existing fencing and procurement and installation of the new metal picket fencing to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer. 100. CHAINLINK FENCING (CHORRO/101)
Comply with section 20 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required to tie into the existing fencing and procurement and installation of new chainlink fencing to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer.
101. CHAINLINK GATES (CHORRO/101)
Comply with section 20 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required to tie into the existing fencing and procurement and installation of new chainlink gates to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer.
102. SOIL PREPARATION (NON-BIORETENTION & TREE PITS)
Comply with section 20 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for

SPECIAL PROVISIONS

SPECIAL PROVISIONS
17 furnishing all labor, materials, tools, equipment, and incidentals required for soil preparation to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer. 103. BIORETENTION SOIL MIX
Comply with section 20 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required for the installation of bioretention soil mix to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer.
104. CLASS II DRAIN ROCK
Comply with section 20 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required for the installation of class II drain rock to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer.
105. ENERGY DISSAPATOR ROCK
Comply with section 20 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required for the installation of energy dissipator rock to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer.
106. IRRIGATION
Comply with section 20 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required for the installation of irrigation to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer.

This work includes, but is not limited to, abandonment/capping/removal of existing irrigation lines, repair of damaged irrigation lines, installation of irrigation controllers, installation of conduit sleeves, connections to City water main, installation of new water meters and boxes, trench excavation and restoration, installation of piping, valves, bubblers, flow sensors, drip tubing, irrigation heads, conduit and wiring, protection of existing facilities, the grading activities and restoration of existing facilities once the grading activities are complete, and the replacement of landscaping and irrigation features as needed to complete work. 107. TREE WATERING BAGS (NON-IRRIGATED TREES)

SPECIAL PROVISIONS

SPECIAL PROVISIONS
18 Comply with section 20 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required for the installation of tree watering bags to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer.
108. PLANTING (SHRUBS - ALL AREAS)
Comply with section 20 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required for the installation of all plant materials (regardless of species) to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer. This includes, but is not limited to, protection of existing facilities, the grading activities and restoration of existing facilities once the grading activities are complete, and the replacement of landscaping and irrigation features as needed to complete work.
109. PLANTING (TREES - ALL AREAS)
Comply with section 20 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required for the installation of all trees (regardless of species) to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer. This includes, but is not limited to, protection of existing facilities, the grading activities and restoration of existing facilities once the grading activities are complete, and the replacement of landscaping and irrigation features as needed to complete work.
110. GREENWAY PLANTERS/SOIL/PLANTS
Comply with section 20 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required for the installation of planter boxes per the number and limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer.
111. MULCH (BIORETENTION AREAS)
Comply with section 20 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required for the installation of compost mulch to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer.

SPECIAL PROVISIONS

SPECIAL PROVISIONS
19 112. MULCH (CONVENTIONAL PLANTING AREAS & TREES)
Comply with section 20 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required for the installation of bark mulch to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer. 113. GREENWAY PLANTERS MAINT/WATERING (1-YR)
Comply with section 20 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required for the establishment and maintenance to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer.
114. ESTABLISHMENT/MAINTENANCE ALL TREES & PLANTS (1 YR) Comply with section 20 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required for the establishment and maintenance to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer.
115. HAND WATER NON-IRRIGATED TREES (1-YR)
Comply with section 20 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required for the hand watering of non-irrigated trees to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer.
116. HAND WATER NON-IRRIGATED UNDERSTORY PLANTINGS (1-YR) Comply with section 20 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required for the hand watering of non-irrigated trees to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer.

BID ITEMS 115-160
Comply with section 15, 26, 39, 73, and 90 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required to install each new curb ramp and bulbout as shown on the plans, and as

SPECIAL PROVISIONS

SPECIAL PROVISIONS
20 specified in these specifications and the special provisions, and as directed by the Engineer. The contractor shall allow time to verify with the inspector the limits of demolition prior to saw cutting. The contractor shall allow 1 hour of time for the concrete foreman and the inspector to verify slope and grades at curb return, after demolition and prior to setting forms to make adjustment if needed. Any additional concrete work beyond what is shown on the plans will be paid for at contract quantity prices. The lump sum cost for each curb ramp and bulbout includes all work shown on the Plan Sheet specified in the Bid Item Description. This work includes, but is not limited to:

1. public notices

2. traffic and pedestrian control and access

3. layout

4. elevation control

5. tree protection

6. protection of existing utilities and improvements

7. saw-cutting

8. demolition

9. removal and disposal of demolished material

10. formwork

11. temporary cold mix

12. relocation of signs

13. grading and compaction of subgrade

14. installation and compaction of aggregate base

15. furnishing and installation of new signs, post and sleeves

16. furnishing and installation of new pull boxes

17. reinstalling existing utility boxes, pull boxes, and mailboxes

18. furnishing and installing tree grate frames

19. adjustment of existing utility manholes, pull boxes, vaults, etc.

20. adjustment of fire hydrant spools

21. reinstalling sidewalk underdrains

22. installation of curbs, curb & gutter, cross gutter spandrel, sidewalk, and reinforcement

23. installation of asphalt pavement

24. installation of truncated domes

25. curb painting

26. landscape replacement, if applicable

27. repair of existing irrigation systems, if damaged & modifications as needed

28. protection of existing utilities and restoration of existing improvements

29. protection and restoration of existing benchmarks

30. cleanup
Payment for the above items of work will be made specific to each individual lump sum curb ramp and bulbout. No compensation will be made as part of any other bid items.

Items of work that are paid for under other bid items of work:

SPECIAL PROVISIONS

SPECIAL PROVISIONS
21 x Cross Gutter between gutter spandrels
x Storm Drain System
x Storm Water Treatment System
x Concrete Pavers and Bench
x New Landscaping
Any additional work required to complete the work as shown per plan, and outside of the limits as shown on each Plan Sheet, needs to be brought to the attention of the Engineer immediately. The Engineer will direct further work as necessary. Payment for this additional work will be through other bid items or at force account. 117. CURB RAMP ALMOND-MISSION (E) C-4 .17
118. CURB RAMP BROAD-MISSION (E) C-4.16
119. CURB RAMP BROAD-MISSION (N) C-4.15
120. CURB RAMP CENTER-CHORRO (NE) C-4.26
121. CURB RAMP CENTER-CHORRO (NW) C-4.25
122. CURB RAMP CENTER-CHORRO (SE) C-4.27
123. CURB RAMP CENTER-CHORRO (SW) C-4.28
124. CURB RAMP CERRO ROMAULDO-FERRINI (NW) C-4.4
125. CURB RAMP CERRO ROMAULDO-FERRINI (SE) C-4.3
126. CURB RAMP FELTON-FERRINI (NW) C-4.2
127. CURB RAMP FELTON-FERRINI (SW) C-4.1
128. CURB RAMP LINCOLN-CHORRO (NE) C-4.35
129. CURB RAMP LINCOLN-CHORRO (NW) C-4.34
130. CURB RAMP LINCOLN-CHORRO (SE) C-4.36
131. CURB RAMP LINCOLN-CHORRO (SW) C-4.37
132. CURB RAMP MEINEKE-BROAD (N) C-4.8
133. CURB RAMP MEINEKE-BROAD (S) C-4.9
134. CURB RAMP MEINEKE C-4.10
135. CURB RAMP MILL-CHORRO (NW) C-4.46
136. CURB RAMP MILL-CHORRO (NE) C-4.49
137. CURB RAMP MILL-CHORRO (SE) C-4.48
138. CURB RAMP MILL-CHORRO (SW) C-4.47
139. CURB RAMP MISSION-CHORRO (NE) C-4.20
140. CURB RAMP MISSION-CHORRO (NW) C-4.19
141. CURB RAMP MISSION-CHORRO (SE) C-4.21
142. CURB RAMP MISSION-CHORRO (SW) C-4.22
143. CURB RAMP MISSION BULBOUT C-4.18
144. CURB RAMP MOUNTAIN VIEW-CHORRO (NE) C-4.30
145. CURB RAMP MOUNTAIN VIEW-CHORRO (NW) C-4.29
146. CURB RAMP MOUNTAIN VIEW-CHORRO (SE) C-4.31
147. CURB RAMP MOUNTAIN VIEW-CHORRO (SW) C-4.33
148. CURB RAMP MURRAY-BROAD (E) C-4.12
149. CURB RAMP MURRAY-BROAD (N) C-4.11
150. CURB RAMP MURRAY-BROAD (S) C-4.13

SPECIAL PROVISIONS

SPECIAL PROVISIONS
22 151. CURB RAMP MURRAY-BROAD (W) C-4.14
152. CURB RAMP PEACH-CHORRO (SE) C-4.43
153. CURB RAMP PEACH-CHORRO (NW) C-4.45
154. CURB RAMP PEACH-CHORRO (SW) C-4.44
155. CURB RAMP PEACH-CHORRO (NE) C-4.42
156. CURB RAMP RAMONA-BROAD (E) C-4.6
157. CURB RAMP RAMONA-BROAD (W) C-4.7
158. CURB RAMP RAMONA CROSSING C-4.5
159. CURB RAMP VENABLE-CHORRO (NE) C-4.23
160. CURB RAMP WALNUT-CHORRO (SE) C-4.40
161. CURB RAMP WALNUT-CHORRO (SE) C-4.24
162. CURB RAMP WALNUT-CHORRO (N) C-4.38
163. ROUGH GRADING CUT (BIKE PATH)
Comply with section 19 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required rough grade the earthwork to cut and export the bike path area as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer.
164. ROUGH GRADING CUT (STORMWATER MITIGATION AREAS)
Comply with section 19 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required rough grade the earthwork to cut and export the stormwater mitigation areas as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer.

Add to Section 9-1.16B:

Submit a Schedule of Values for all Lump Sum work bid items at or before the PreConstruction meeting.

DIVISION II GENERAL CONSTRUCTION
13 WATER POLLUTION CONTROL
Add to Section 13-7.02 Street Sweeping
13-7.02C Construction
Street sweeping shall be performed 24 hours and 30 days after application of Type II slurry seal. The Contractor must post streets for no parking in advance and during the 24 hour and 30-day street sweeping. The Contractor must submit a street sweeping schedule

SPECIAL PROVISIONS

SPECIAL PROVISIONS
23 for approval by the Engineer. Street sweeping must be done in a manner that street parking is available within 600 ft from affected addresses, unless approved by the Engineer.
15 EXISTING FACILITIES
Add Section 15-2.01 Remove Pavement (Remove AC) –
The outline of the asphalt concrete pavement area to be removed must be cut on a neat line with a power-driven diamond saw to a minimum depth of the existing asphalt concrete (see coring log information) before removing all existing asphalt. As an alternative, the Contractor may use a grinding device such as a “zipper” to remove the AC patch area. All areas of removal must be cut as marked in the field and must be uniform in pattern (square, rectangle).

Add Section 15-2.02 Obliterate Roads, Detours, and Surfacing Micro-milling must be utilized for bike lane and at existing curb ramps edge grinds located in slurry pavement treatment.

Edge grinding at curb ramps must be the greater of the following:
x From beginning to end of curve return and bulbouts.
x Extend 10 feet, measured perpendicularly beyond the curb ramp landing in both directions.

Micro-milling machines shall:

Be equipped with a micro-milling drum with tungsten-carbide-tipped cutting teeth spaced no greater than ¼ inch apart on center. The configuration of the teeth shall be such that the deviation in elevation between any 2 teeth does not exceed 1/16 inch.

Be capable of removing asphalt concrete pavement to a tolerance of +/- 1/8 inch. Be equipped with an automatic grade control system operating in “profile” mode.

Micro-milling shall result in a grid-patterned textured pavement surface with longitudinal ridges approximately the same distance apart as the cutting teeth. The ridges shall be consistent in depth, width, and profile. The distance between the top of the ridge and the adjacent valleys shall not exceed 1/8 inch.

Add Section 15-2.03 Remove Traffic Stripes and Pavement Markings After existing traffic stripes and pavement markings have been removed, temporary striping tabs must be installed and remain in place until slurry operations have begun.

Temporary striping and pavement markings are to be installed after slurry operations are completed and remain in place until permanent striping and paving markings are applied.

SPECIAL PROVISIONS

SPECIAL PROVISIONS
24 DIVISION III EARTHWORK AND LANDSCAPE
20 LANDSCAPE AND IRRIGATION
Add to Section 20-1.01 General:

There are two types of landscape areas on this project:

1. Stormwater treatment areas

2. Conventional landscape areas
Bioretention areas receive a special soil mix and compost mulch (not bark mulch), per plans and specifications.

All other landscape areas that do not receive bioretention soil mix shall be amended with compost per the specifications.

Add to Section 20-1.02 MATERIALS:

TREE WATERING BAGS:

1. Trees not served by irrigation to be installed with manual tree watering bags, Treegator 20-gallon slow-release watering bag, or approved equal.

Replace Section 20-1.02D Organic Soil Amendments with:

FINE COMPOST

1. Compost for soil amendment and preparation to be a well decomposed, stable, weed free organic matter source derived from waste materials including yard debris, wood wastes or other organic materials. Compost to have a dark brown color and a soil like odor. Compost exhibiting a sour or putrid smell, containing recognizable grass or leaves, or is hot (120f) upon delivery or rewetting is not acceptable.

2. Compost facility and compost material must meet the following requirements:

Inspected and regulated by the local enforcement agency for CalRecycle. The past 3 inspection reports to be submitted verifying compliance with title14 requirements of the process to further reduce pathogens (pfrp), fecal coliform and salmonella testing and pathogen and epa, 40 cfr 503 regulations.

Certified through the uscc seal of testing assurance (sta) program (a compost testing and information disclosure program).

Analyzed by a laboratory that is enrolled in the us composting council’s compost analysis proficiency (cap) program and using approved test methods for the evaluation of composting and compost (tmecc).

SPECIAL PROVISIONS

SPECIAL PROVISIONS
25 Facility must provide proof of compost testing within 120 calendar days prior to delivery of material to project site.

Apply a four-inch lift of compost during cultivation.

Replace Section 20-1.02E Fertilizer:

AMENDMENTS AND MYCORRHIZAL FUNGI INOCULANT
Apply to all new planting holes, including bioretention areas:

Granular Tri-c myco Revival Plus applied at the manufacturer’s recommended rates based on plant material container size.

Revise Section 20-1.03C(2) Remove Existing Plants:

Revise to increase removal depth: Removal of existing plants includes removing their stumps and roots 2 inches or larger in diameter to a minimum depth of 24 inches below finished grade.

Revise Section 20-1.03D Cultivation:

All planting areas, except bioretention areas to be cultivated.

Revise to increase cultivation depth: Repeat cultivation until the soil is loose to a minimum depth of 12 inches.

Add: Remove native soil as needed prior to adding amendments, to allow for addition of compost amendment and mulch to achieve final grades.

Place compost amendment and till to a depth of twelve inches. Provide additional amendments or adjust soil preparation if directed per the soil analysis (per 10.3.3 Soils Management Report) recommendations and approved by owner/owner’s representative.

Roll compact soil to achieve compaction of 85% of dry weight density in areas where plantings are located.

After natural settlement and light rolling, the complete work to conform strictly to the lines, grades and elevation indicated, under the contract without additional cost to the City.

Finish grading of landscape areas: fine grade all prepared planting areas to lines and grades shown on plans and as specified within this section. Finish grade to account for placement of specified mulch.

SPECIAL PROVISIONS

SPECIAL PROVISIONS
26 Top of finished mulch surface to be ½” below adjacent pedestrian or bicycle paths unless otherwise specified on civil grading plans.

Add to Section 20-3.01B(2) Plants:

1. Contractor to submit proof of acquisition of plant material within 60 days of signed contract.

2. Any requests for plant material substitutions must be accompanied by documentation of inability to locate plants, including a list of plant nurseries contacted (minimum of three).

Substitutions may be denied if plant material is available at regional wholesale nurseries.

Remove Section 20-5.03A(3)(c) Treatment of Soils:

Do not apply pre-emergent herbicide for weed control.

Contractor to carry out manual removal of weeds prior to planting.

Add to Section 20-5.03 INERT GROUND COVERS AND MULCHES:

3. Mulch to be applied to all planting areas.

4. Mulch varies by area type:

Bioretention areas: 3” depth fine compost as specified in addition to Section 20-

1.02D.

All other planting areas: 3” depth walk on bark – fir bark mulch, 1” pieces and smaller.

Submit samples for approval.

Mulch to be free of weed seeds, or substances injurious to plant growth.

DIVISION V SURFACINGS AND PAVEMENTS
37 BITUMINOUS SEALS
Add to Section 37-3.02A General
Slurry seal must be Type II. Use Polymer Modified Asphaltic Emulsion with 2% latex additive.

Add to Section 37-3.03A General

SPECIAL PROVISIONS

SPECIAL PROVISIONS
27 Not all frames, covers, grates, or manholes are shown on the Plans. The Contractor is responsible for examining the site of work. A submission of a bid is conclusive evidence that the bidder has investigated the local conditions to be encountered.

Remove and Replace 2nd Paragraph of Section 37-3.03(D)(2)(a) General with:

Before placing the seal coat, vegetation in pavement cracks and between pavement and curb/gutter must be manually removed.

Add to Section 37-3.03(D)(2)(a) General
Locations of bike lane edge grind and curb ramp edge are identified on plans and as needed to complete slurry seal operations. The Contractor is responsible for examining the site of work. A submission of a bid is conclusive evidence that the bidder has investigated the local conditions to be encountered.

Replace Section 37-3.03D(4)(a)(i) General with:

Roll all seal material with a pneumatic tire roller, a minimum of three coverages, prior to allowing traffic on the surfaced roads. After placement of seal material surfaced roads must be temporary striped and opened to traffic no later than 3 hours after the seal material has been placed and no later than 4:00 p.m. in the evening. Quantities of seal placed daily must be adjusted to accommodate road-opening schedule.

A coverage must consist of the number of passes a roller needs to cover the width. A pass must be 1 roller movement parallel to the slurry seal application in either direction.

Overlapping passes are part of the coverage being made and are not part of a subsequent coverage. Do not start a coverage until completing the previous coverage.

Add to Section 37-3.03D(4)(b) Slurry Seal
Thru-traffic lanes must be spread in full lane widths only. Slurry seal must be spread at a rate within the ranges shown in the following table for pounds of dry aggregate per square yard:

Slurry Seal Type Location Spread Rate
(lb of dry aggregate/ sq yd)
Type II1 Full Lane Width 14+/-1
Notes:

1. For slurry seal over asphalt concrete pavement.

During slurry seal operations, You are responsible for:

1. Verifying that the slurry seal emulsion being used will allow for rolling within the specified time frame.

2. Adjusting the mixture for changes in weather conditions, as appropriate.

SPECIAL PROVISIONS

SPECIAL PROVISIONS
28 3. Sweeping the surface approximately 24 hours and 30 days after placement and as directed by the Engineer. See section 13-7.02 Street Sweeping.

4. Sweeping in such a manner as to remove loosened or shed aggregate particles without damaging the new surface.
39 ASPHALT CONCRETE
Add to Section 39-1.0A Summary
Contractor must phase milling and pavement operations such that public traffic is not directed to traverse milled surfaces, including remaining asphalt or base material.

Contractor must submit phasing plan for review and approval.

Paving is not to be done without the inspection of the Engineer.

A mechanical tamp is to be used for compacting the base or subgrade and bottom lifts of the AC. A roller is to be used for the top lift of AC. Vibrating Plates are not allowed.

Any PCC to be used for pavement must be Class 1 mix per Engineering Standard 6040 General Note B to allow same day AC pave out and immediate traffic use. At each location of roadway repair activity, removal and replacement of existing pavement materials are to be performed on the same working day.

Additional AC patch repair areas and extents may be identified by the Engineer.

Pavement repair locations must be field verified by the Engineer before the start of work.

Pavement restoration must comply with section 39 and 77.

Speed humps and speed tables shall be constructed per modified City Standard 7320 as shown in Appendix F. Pavement will be ground 1 ½” prior to construction of speed hump, and must be constructed that same day of being ground. AC shall be Type “B” with ½” max aggregate.

Add to Section 39-1.02B MATERIALS, Tack Coat
All vertical edges to be paved against shall be tack coated. These include, but are not limited to, curb faces, gutter lips, swale edges, cross gutter edges, and asphalt concrete edges.

Replace Section 39-1.02F MATERIALS, Reclaimed Asphalt Pavement (RAP) of City Specifications with:

Maximum of 15% RAP may be used in the pavement mix for the 1/2" HMA Mix base course of paving operations. The final lift of 1/2" HMA Mix surface course and 1/2” HMA Mix leveling course must use virgin asphalt concrete.

Add to Section 39-1.03 HOT MIX ASPHALT DESIGN REQUIREMENTS Mix voids to be targeted at 4.0%. TSR to be minimum 70 in accordance with CTM 371.

SPECIAL PROVISIONS

SPECIAL PROVISIONS
29 Replace the first and second sentence of Section 39-1.04F Density Cores with:

To determine density for Standard and QC/QA construction process projects, 4- or 6-inch diameter density cores may be required by the Engineer at random locations up to 5 calendar days after placement. Frequency of density cores are at the discretion of the Engineer.

DIVISION VII DRAINAGE FACILITIES
71 EXISTING DRAINAGE FACILITIES
Add to Section 71-1.03 Construction
Contractor shall remove existing storm drain frame and cover and install new custom dimension frame and custom dimension Type 18-8S/24-10S storm drain grate per Caltrans Standard plans D77A & D77B to fit existing infrastructure. Contractor shall modify the existing storm drain inlet to allow for the new frame and cover to fit flush with the finished surface.

DIVISION VIII MISCELLANEOUS CONSTRUCTION
73 CONCRETE CURBS AND SIDEWALKS
Add to Section 73-1.03 Construction
You must meet with the Engineer for an average of 1.5 hours total per ramp to complete the following coordination tasks:

1. Before saw-cutting to agree on the limits of demolition and removal.

2. After formwork is set, to verify that grades meet those stated on the Plans.

3. Upon completion of new curb ramp installation to verify finished grades.

Curb ramps have been designed to comply with the current Caltrans Standard Plan detail RSP A88A and City Std. 4440. Field modifications to the design plans, if approved by the Engineer, must meet the dimensional and slope requirements of Standard Plan RSP A88A. When measuring the ADA facility’s dimensions and slopes, consider the required dimension or slope to have been met if the recorded individual measurements comply with the following:
x Dimensional measurement does not exceed ½-inch from the dimension shown, i.e. ½-inch less than a minimum dimension, or ½-inch greater than a maximum dimension.
x Slope measurement does not exceed 0.2 percent from the slope shown.

You must give the City a 24-hour notice for inspection of formwork before pouring the concrete.

SPECIAL PROVISIONS

SPECIAL PROVISIONS
30 You must calibrate all levels used in construction at the beginning of each workday. You must ensure that new ramp flowlines do not create any "ponding" areas.

You cannot saw-cut and demolish more than 2 corners at any given intersection in order to allow pedestrian travel.

Curb ramp spandrel design may vary from Engineering Standards, as directed by the Engineer, in order to accommodate ramp landing.

You are responsible for storing existing signs and boxes for reuse. Contractor to replace damaged signs or boxes at no cost to the City.
77 LOCAL INFRASTRUCTURE
Add to Section 77-1.01 EXCAVATION AND RESTORATION, GENERAL; Protection and restoration of survey monuments and benchmarks must comply with Section 5-1.26 and 5-1.36.

Add Section 77-4.02 MATERIALS:

Honeycomb CalTrans 18-8S or 24-10S to be used to replace existing storm drain inlets where called out by plan. Contractor shall field cut new grate to fit and apply two coats of cold galvanized paint to all cut surfaces. New grate shall be installed per CalTrans standard D77B, dimensions per plan. Install Filterexx Stormexx clean catch basin inlet filter, or approved equal.

Add Section 77-7 MISC GRADING AND LANDSCAPING WORK:

Add Section 77-7.01 GENERAL:

If the elevations at the back of newly constructed sidewalk, driveway or curb ramp differ from the existing grade by more than 1”, the contractor shall temporarily remove the existing landscaping, irrigation systems or ground cover, grade to match to back of new construction to the satisfaction of the engineer, then replace the landscaping, irrigation or ground cover.

Any plantings, irrigation systems, ornamental ground covers or other items on private property shall be protected or restored during these activities.

Temporary Construction Easement Area (bike path area, Appendix D): The Contractor’s restoration responsibilities shall include, but not be limited to: (i) removal of all improvements, equipment or materials within the Temporary Easement Area;· (ii) mounding of the same topsoil which was originally removed in the excavation process, in all areas excavated by the Contractor such that the mounded areas shall settle to the approximate depth of the surrounding surface after the construction activities; (iii) the

SPECIAL PROVISIONS

SPECIAL PROVISIONS
31 filling in and repairing of all other portions of the private property which are damaged, rutted or otherwise disturbed as a result of the Contractor’s operations with the same topsoil existing prior to said construction activities as necessary such that all disturbed areas are ready for re-vegetation; (iv) compacting the soil after it is backfilled to a density acceptable to property owner; (v) grading the areas in which the soils were removed and relocated; and (vi) leaving the private property and the Temporary Easement Area in a condition which is clean, free of debris and hazards which may be caused by the Contractor’s activities, and subject to neither, environmental hazards, nor liens caused by the Contractor’s activities.

Add Section 77-8 MISC GRADING AND HOT MIX ASPHALT:

Add Section 77-8.01 GENERAL, Summary:

The contractor shall contact the engineer immediately when the elevations at the back of newly constructed sidewalk, driveway or curb ramp differ from the existing grade by more than 1”, and the adjacent material is a hot mix asphalt driveway or alley, that material shall be removed and replaced to the satisfaction of the engineer and that work will be paid at force account.

At least 5 feet of the existing hot mix asphalt facility must be sawcut and removed. The contractor shall then grade between the existing facility and new construction, ensuring slopes do not exceed 15%. Next, prime and place the hot mix asphalt per City standards, ensuring a minimum of 5 inches of HMA.

Add Section 77-9 MISC GRADING AND CONCRETE:

Add Section 77-9.01 GENERAL:

If the elevations at the back of newly constructed sidewalk, driveway or curb ramp differ from the existing grade by more than 1”, and the adjacent material is concrete, that material shall be removed and replaced to the satisfaction of the engineer and that work will be paid at force account.

At least 4 feet or the first construction joint of the existing concrete facility must be sawcut and removed. The contractor shall then grade between the existing facility and new construction, ensuring slopes are reasonable for the connecting facility. Concrete shall be Class 3 and 4 inches thick while conforming to City sidewalk details.

Add Section 77-10 MISC GRADING AND CONCRETE DRIVEWAYS:

Add Section 77-10.01 GENERAL:

If the elevations at the back of newly constructed sidewalk, driveway or curb ramp differ from the existing grade by more than 1”, and the adjacent material is a concrete driveway, that material shall be removed and replaced to the satisfaction of the engineer and that work will be paid at force account.

SPECIAL PROVISIONS

SPECIAL PROVISIONS
32 At least 4 feet or the first construction joint of the existing concrete facility must be sawcut and removed. The contractor shall then grade between the existing facility and new construction, ensuring slopes are reasonable for the connecting facility. Concrete shall be Class 3, 6 inches thick with reinforcement, and conform to City driveway details.

DIVISION IX TRAFFIC CONTROL DEVICES
82 SIGNS AND MARKERS
Add to Section 82-1.03 Construction:

Parking restriction signs shall be installed prior to bike median installation. Object markers shall be installed on new bike medians within one week of median installation. 84 MARKINGS
Add to Section 84-2.01A Summary,
Traffic Striping to be applied shall be per Caltrans Standard Plans 2015.

Contractor shall install temporary reflective tape to crosswalks near schools and for markings in speed bumps prior to opening to traffic.

New crosswalk markings shall not be installed until all crosswalk warning signage and flashing beacon systems (if applicable) are installed and operational. Otherwise, temporary signage must be installed to convey “CROSSWALK CLOSED” to the satisfaction of the engineer.

Preformed thermoplastic sheets, cobble pattern, dark brick red color, Ennis-Flint by PPG Traffic Patterns or approved equal. Contractor shall confirm pattern and color prior to installation.

Preformed thermoplastic will be allowed only when approved by the Engineer. Preformed thermoplastic will not be allowed for lane line markings.

Add to Section 84-2.03C Application of Stripes and Markings:

All striping requiring pavement markers (i.e. Detail 9, Detail 37B, etc.) on one-way streets shall be Type C RED-CLEAR RETROREFLECTIVE per Caltrans Revised Standard Plans 2015.

Add Section 84-6 BIKE LANE MARKINGS
84-6.01 Bike Lane Coating:

Bike lane coating must be SealMaster Color Safe (Appendix E) or approved equal.

SPECIAL PROVISIONS

SPECIAL PROVISIONS
33 Prior to installation of green bike lane coating, contractor is responsible for noticing adjacent properties to provide advance warning of planned work and potential odors during installation and while the coating cures.

Add to Section 84-9.03B REMOVE TRAFFIC STRIPES AND PAVEMENT MARKERS Add to Section 84-9.03B.

Not more than five days before the start of roadway surfacing or paving, you must remove existing paint and thermoplastic:

1. Striping

2. Pavement marking

3. Pavement markers
Do not paint or seal over existing roadway striping or markings. Existing striping and markings must be obliterated.

Extra caution is required at locations with traffic signal loops where pavement markings or striping must be removed. Loops are located just below surface grade. Tie-out bicycle detector symbols prior to removal and coordinate the reinstallation with the Engineer.

Replace Section 84-9.04
Full compensation for work specified in Section 84 and applicable Engineering Standards is included in the payment for other bid items unless a bid item of work is shown on the Bid Item List.

DIVISION XIII APPENDICES
Add 100-1.01
Refer to Appendix A: Form of Agreement
Refer to Appendix B: Location Exhibit of Project Funding Signage Refer to Appendix C: School Zones
Refer to Appendix D: Easement Deed
Refer to Appendix E: Bicycle Lane Coating
Refer to Appendix F: Modified City Standard 7320 Road Bump Refer to Appendix G: Project Soils Report
Refer to Appendix H: PG&E Construction Sketch

APPENDIX

APPENDIX

APPENDIX A - FORM OF AGREEMENT
THIS AGREEMENT, made on _____________, by and between the City of San Luis Obispo, a municipal corporation and charter city, San Luis Obispo County, California (hereinafter called the Owner) and COMPANY NAME (hereinafter called the Contractor).

WITNESSETH:

That the Owner and the Contractor for the consideration stated herein agree as follows:

ARTICLE 1, SCOPE OF WORK: The Contractor shall perform everything required to be performed, shall provide and furnish all of the labor, materials, necessary tools, expendable equipment, and all utility and transportation services required to complete all the work of construction of
NORTH CHORRO GREENWAY, SPEC NO. 1000036
in strict compliance with the plans and specifications therefor, including any and all Addenda, adopted by the Owner, in strict compliance with the Contract Documents hereinafter enumerated.

It is agreed that said labor, materials, tools, equipment, and services shall be furnished and said work performed and completed under the direction and supervision and subject to the approval of the Owner or its authorized representatives.

ARTICLE II, CONTRACT PRICE: The Owner shall pay the Contractor as full consideration for the faithful performance of this Contract, subject to any additions or deductions as provided in the Contract Documents, the contract prices as follows:

Item
No.

Item Unit of
Measure
Estimated
Quantity
Item Price
(in figures)
Total
(in figures)

1. 2.

3. BID TOTAL: $ .00
Payments are to be made to the Contractor in compliance with and subject to the provisions embodied in the documents made a part of this Contract.

Should any dispute arise respecting the true value of any work omitted, or of any extra work which the Contractor may be required to do, or respecting the size of any payment to the Contractor, during the performance of this Contract, said dispute shall be decided by the Owner and its decision shall be final, and conclusive.

APPENDIX

APPENDIX
ARTICLE III, COMPONENT PARTS OF THIS CONTRACT: The Contract consists of the following documents, all of which are as fully a part thereof as if herein set out in full, and if not attached, as if hereto attached:

1. Notice to Bidders and Information for Bidders

2. Standard Specifications and Engineering Standards

3. Special Provisions, any Addenda, Plans and Contract Change Orders

4. Caltrans Standard Specifications and Standard Plans 2015

5. Accepted Bid and Bid Bond

6. List of Subcontractors

7. Public Contract Code Sections 10285.1 Statement

8. Public Contract Code Section 10162 Questionnaire

9. Public Contract Code Section 10232 Statement

10. Labor Code Section 1725.5 Statements

11. Bidder Acknowledgements

12. Qualifications

13. Non-collusion Declaration

14. Agreement and Bonds

15. Insurance Requirements and Forms
ARTICLE IV INDEMNIFICATION: The Contractor shall indemnify, defend with legal counsel approved by City, and hold harmless City, its officers, officials, employees and volunteers from and against all liability, loss, damage, expense, cost (including without limitation reasonable legal counsel fees, expert fees and all other costs and fees of litigation) of every nature arising out of or in connection with the Contractor’s negligence, recklessness or willful misconduct in the performance of work hereunder or its failure to comply with any of its obligations contained in this Agreement, except such loss or damage which is caused by the sole or active negligence or willful misconduct of the City. Should conflict of interest principles preclude a single legal counsel from representing both the City and the Contractor, or should the City otherwise find the Contractor’s legal counsel unacceptable, then the Contractor shall reimburse the City its costs of defense, including without limitation reasonable legal counsel fees, expert fees and all other costs and fees of litigation. The Contractor shall promptly pay any final judgment rendered against the City (and its officers, officials, employees and volunteers) with respect to claims determined by a trier of fact to have been the result of the Contractor’s negligent, reckless or wrongful performance. It is expressly understood and agreed that the foregoing provisions are intended to be as broad and inclusive as is permitted by the law of the State of California and will survive termination of this Agreement.

The Contractor obligations under this section apply regardless of whether such claim, charge, damage, demand, action, proceeding, loss, stop notice, cost, expense, judgment, civil fine or penalty, or liability was caused in part or contributed to by an Indemnitee.

However, without affecting the rights of the City under any provision of this agreement, the Contractor shall not be required to indemnify and hold harmless the City for liability attributable to the active negligence of City, provided such active negligence is determined by agreement between the parties or by the findings of a court of competent jurisdiction. In

APPENDIX

APPENDIX
instances where the City is shown to have been actively negligent and where the City’s active negligence accounts for only a percentage of the liability involved, the obligation of the Contractor will be for that entire portion or percentage of liability not attributable to the active negligence of the City.

ARTICLE V. It is further expressly agreed by and between the parties hereto that should there be any conflict between the terms of this instrument and the bid of said Contractor, then this instrument shall control and nothing herein shall be considered as an acceptance of the said terms of said bid conflicting herewith.

IN WITNESS WHEREOF, the parties to these presents have hereunto set their hands this year and date first above written.

CITY OF SAN LUIS OBISPO
A Municipal Corporation
__________________________________
Derek Johnson, City Manager
APPROVED AS TO FORM CONTRACTOR:

Name of Company
________________________________ By:________________________________ J. Christine Dietrick
City Attorney
Name of CAO/President
Its: CAO/PRESIDENT
(2nd signature required if Corporation):

By:________________________________
Name of Corporate Officer
Its: ____________________

APPENDIX

APPENDIX
APPENDIX B – LOCATION EXHIBIT OF PROJECT FUNDING SIGNAGE

WAY
GREEN
GREEN
WAY
GREEN
WAY
7+85
8+00
9+00
NOTES
SEE LP001 FOR PLANTING SCHEDULE AND NOTES.SEE LP502 FOR BIKEWAY MEDIAN PLANTER BOX

MODEL, SOIL SPECIFICATIONS, AND PLANT
PALETTES.
1 PISTACIA CHINENSIS N 2305450.5827 E 5763811.8154
2 PISTACIA CHINENSIS N 2305437.1832 E 5763790.7496
3 QUERCUS TOMENTELLA N 2305427.6409 E 5763825.5042
4 PISTACIA CHINENSIS N 2305403.8733 E 5763804.4504
5 PISTACIA CHINENSIS N 2305399.3341 E 5763827.9705
6 PISTACIA CHINENSIS N 2305376.5893 E 5763824.11317 QUERCUS TOMENTELLA N 2305360.4987 E 5763866.7444 8 PISTACIA CHINENSIS N 2305380.4443 E 5763884.2874
9 PISTACIA CHINENSIS N 2305360.3579 E 5763895.1028
10 PISTACIA CHINENSIS N 2305341.6609 E 5763884.109411 PISTACIA CHINENSIS N 2305325.4696 E 5763901.274512 PISTACIA CHINENSIS N 2305343.3025 E 5763913.874813 QUERCUS TOMENTALLA N 2305361.9701 E 5763919.004414 QUERCUS TOMENTELLA N 2305399.6802 E 5763923.296615 QUERCUS TOMENTELLA N 2305379.3538 E 5763943.674916 QUERCUS TOMENTELLA N 2305347.4450 E 5763943.052917 QUERCUS TOMENTELLA N 2305360.9060 E 5763965.520018 QUERCUS TOMENTELLA N 2305341.7601 E 5763987.664319 QUERCUS TOMENTELLA N 2305319.1605 E 5764009.3350

TREE PLANTING NOTES

1. AS PART OF TREE PLANTING, CONTRACTOR TO

CARRYOUT ALL NEEDED DEMOLITION, EXCAVATION OF

TREE PITS, PREPARATION OF SOILS, APPLICATION OF

AMENDMENT IN PLANTING HOLE, INSTALLATION OF TREE

STAKES, INSTALLATION AND CONNECTION OF IRRIGATION

WHERE APPLICABLE, INSTALLATION OF TREE ROOT

BARRIER WHERE APPLICABLE, PLACEMENT OF MULCH,

AND WATER-IN TREE UPON FINAL PLANTING AS
DESCRIBED ON PLANS AND IN SPECIFICATIONS.

2. WHERE PROPOSED TREES ARE LOCATED IN A PAVED OR

AGGREGATE SURFACE AREA, CONTRACTOR TO REMOVE

EXISTING PAVING TO CREATE A THREE-FOOT BY
THREE-FOOT (3' X 3') PLANTING PIT.

3. WHERE PROPOSED TREES ARE NOT LOCATED IN A NEW

AMENDED PLANTING AREA OR BIORETENTION AREA,

CONTRACTOR TO PREPARE THE EXISTING SOIL IN THE TREE
PIT AS DESCRIBED IN THE PROJECT SPECIFICATIONS.

4. MULCH NEW TREE PLANTINGS TO COVER FULL EXTENT OF
TREE PIT, MULCH TYPE AND DEPTH PER SPECIFICATIONS.

5. WHERE TREES ARE NOT COVERED BY IRRIGATION SYSTEM,

CONTRACTOR TO PROVIDE, INSTALL, AND FILL AT

INSTALLATION TREE WATERING BAGS, PER
SPECIFICATIONS.

6. STREET TREE COORDINATE LOCATIONS MAY BE ADJUSTED
IN THE FIELD. CONTRACTOR TO FLAG LOCATIONS FOR

LANDSCAPE ARCHITECT'S REVIEW PRIOR TO BEGINNING
WORK.

CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21

LICENSED LANDSCAPE ARCHITECT

STATE OF CALIFORNIA
5/31/23
MELANIE MILLS NO. 5394
1000036
0 40 feet
1" - 20'
FERRINI [7+85 - 9+05] 20 60
1" = 20' HORIZONTAL SCALE
LP101

PROPOSED TREE

COORDINATE LOCATIONS
HIGHWAY 1 / N.SANTA ROSA

HIGHLAND DRIVE

LANDSCAPE PLAN

POINT DESCRIPTION NORTHING EASTING
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21

LICENSED LANDSCAPE ARCHITECT

STATE OF CALIFORNIA
5/31/23
MELANIE MILLS NO. 5394
1000036

CALTRANS ROW PROTECT EXISTING CITY IRRIGATION SYSTEM DURING CONSTRUCTION

FERRINI ROAD
N.CHORRO ROAD

CITY PROJECT SIGN,

PROTECT IN PLACE
MMMM
JC
11/11/2022

CITY PROJECT SIGN,

PROTECT IN PLACE OTECT IN

FOOTHILL BLVDSS
SS SS SS SS S SS SS SS 21+00
12+00 13+00
10+00
11+00
12+00 13+00 14+00 15+00 15+69
11+00 12+00 NOTES SEE LP001 FOR PLANTING SCHEDULE AND NOTES. SEE LP502 FOR BIKEWAY MEDIAN PLANTER BOX

MODEL, SOIL SPECIFICATIONS, AND PLANT
PALETTES.

BENCH

TRASH RECEPTACLE

PLANTER BOX AND PLANT PALETTE NUMBER
4B
20 PISTACIA CHINENSIS N 2303924.6434 E 5763849.466221 PISTACIA CHINENSIS N 2303923.9319 E 5763872.952822 PISTACIA CHINENSIS N 2303923.4638 E 5763896.280523 PISTACIA CHINENSIS N 2303919.2343 E 5763940.005424 LAGERSTROEMIA INDICA `RED` N 2303780.4088 E 5763908.193325 LAGERSTROEMIA INDICA `RED` N 2303759.5473 E 5763907.234026 LAGERSTROEMIA INDICA `RED` N 2303705.1542 E 5763905.114227 LAGERSTROEMIA INDICA `RED` N 2303658.1667 E 5763904.005428 LAGERSTROEMIA INDICA `RED` N 2303637.8371 E 5763904.142929 PLATANUS RACEMOSA N 2303576.4646 E 5763900.0293 30 LAGERSTROEMIA INDICA `RED` N 2303550.1528 E 5763899.180531 LAGERSTROEMIA INDICA `RED` N 2303529.8231 E 5763899.318132 LAGERSTROEMIA INDICA `RED` N 2303522.3489 E 5763875.9174

TREE PLANTING NOTES

1. AS PART OF TREE PLANTING, CONTRACTOR TO

CARRYOUT ALL NEEDED DEMOLITION, EXCAVATION OF

TREE PITS, PREPARATION OF SOILS, APPLICATION OF

AMENDMENT IN PLANTING HOLE, INSTALLATION OF TREE

STAKES, INSTALLATION AND CONNECTION OF IRRIGATION

WHERE APPLICABLE, INSTALLATION OF TREE ROOT

BARRIER WHERE APPLICABLE, PLACEMENT OF MULCH,

AND WATER-IN TREE UPON FINAL PLANTING AS
DESCRIBED ON PLANS AND IN SPECIFICATIONS.

2. WHERE PROPOSED TREES ARE LOCATED IN A PAVED OR

AGGREGATE SURFACE AREA, CONTRACTOR TO REMOVE

EXISTING PAVING TO CREATE A THREE-FOOT BY
THREE-FOOT (3' X 3') PLANTING PIT.

3. WHERE PROPOSED TREES ARE NOT LOCATED IN A NEW

AMENDED PLANTING AREA OR BIORETENTION AREA,

CONTRACTOR TO PREPARE THE EXISTING SOIL IN THE TREE
PIT AS DESCRIBED IN THE PROJECT SPECIFICATIONS.

4. MULCH NEW TREE PLANTINGS TO COVER FULL EXTENT OF
TREE PIT, MULCH TYPE AND DEPTH PER SPECIFICATIONS.

5. WHERE TREES ARE NOT COVERED BY IRRIGATION SYSTEM,

CONTRACTOR TO PROVIDE, INSTALL, AND FILL AT

INSTALLATION TREE WATERING BAGS, PER
SPECIFICATIONS.

6. STREET TREE COORDINATE LOCATIONS MAY BE ADJUSTED
IN THE FIELD. CONTRACTOR TO FLAG LOCATIONS FOR

LANDSCAPE ARCHITECT'S REVIEW PRIOR TO BEGINNING
WORK.

GRANT DEED AND ROW AGREEMENT

1. Deed Section 2 - Restoration of Grantor Property: Contractor to restore areas impacted by construction within the Temporary Easement Area located on the Church of Jesus Christ of Latter-day Saints ("Grantor") property to pre-construction condition upon completion of construction activities. This includes, but is not limited to removal of all equipment and materials; repair of any damage; and replacement of topsoil, vegetation, mulch, etc.

2. Deed Section 5.3 - Use of Easement Area: Contractor shall not carry out any activities that create nuisances or pose risks to the Grantor, including but not limited to noises, odors, light, dust, smoke, gases, light, vibration, risk of fire,explosion, or hazardous materials.

3. ROW Agreement - Section E: Contractor to reinstall the 6’ high metal security fence, or a comparable replacement fence, along Foothill Boulevard and for the length of the property line between the Grantor's property and the new Easement Area.

4. ROW Agreement - Section E: As part of the construction project, the Contractor plant eight trees within the Temporary Construction Easement located on the Grantor’s property.

5. Contractor to comply with the full requirements described in the Deed and Right of Way Agreement, which are provided as an attachment to the Bid Documents.

BIORETENTION PLANTING NOTES

1. TREES SHALL BE LOCATED AT LEAST 2.5 FEET
FROM FACE OF CURB.

2. TREES SHALL BE LOCATED AT LEAST 5 FEET

FROM BIORETENTION AREA INLETS ANDBACK FROM CONVEYANCE CHANNELS TO AVOID SCOURING OF ROOT BALLS.

3. DO NOT PLANT GRASSES OR SHRUBS IN

FRONT OF CURB CUT INLETS, WHERE THEY

WILL BLOCK CONVEYANCE FROM ENTERING
BIORETENTION PLANTER.

4. BIORETENTION AREAS RECEIVE COMPOST

MULCH, NOT BARK MULCH, PER PLANS AND
SPECIFICATIONS.

CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21

LICENSED LANDSCAPE ARCHITECT

STA TE OF CA LIFORNIA
5/31/23
MELA NIE MILLS NO. 5394
1000036
0 40 feet
1" = 20'
BIKE PATH [10+00 - 15+32] 20 60
1" = 20' HORIZONTAL SCALE
LP102

ALL TREES LOCATED WITHIN

CONSTRUCTION EASEMENT WILL

BE MAINTAINED AND IRRIGATEDBY LDS CHURCH

TRASH CONTAINER PER

CITY STANDARDS
DETAIL #9060

PUBLIC RIGHT OF WAYBENCH PER CITY

STANDARDS
DETAIL #9040

EXISTING TREE LOCATED

WITHIN CONSTRUCTION

EASEMENT TO PROTECT
(TYPICAL)
3 CMU PILASTER
2 METAL PICKET FENCE
LEGEND

LANDSCAPE PLAN

PROPOSED TREE

COORDINATE LOCATIONS

POINT DESCRIPTION NORTHING EASTING

PROVIDE CONNECTION TOEXISTING FENCE (SEE CIVILFOR FENCE DEMOLITIONLIMITS)

PROVIDE CONNECTION TOEXISTING FENCE (SEE CIVILFOR FENCE DEMOLITIONLIMITS)

FOOTHILL BLVD

RAMONA DR

TREES TO BE REMOVED (TYPICAL), PER CIVIL PLANS

CITY PROJECT SIGN,

PROTECT IN PLACE
MMMM
JC
11/11/2022

CITY PROJECT SIGN,

PROTECT IN PLACE OTECT IN

SD
X X

X X X X X X X X X X X X X X X X X X X X X X X X X X

X X X X X X X X X X X X X X X X X X X X X X X X
X X
X

X X X X X

X X X X

PRIVATE PARCEL
APN: 002-295-002

PRIVATE PARCEL
APN: 002-292-025

PRIVATE PARCEL
APN: 002-293-015

PRIVATE PARCEL
APN: 002-292-031
27+00 28+00 29+00 30+00 31+00 32+00
10+00
SD
X X

X X X X X X X X X X X X X X X X X X X X X X X X X X

X X X X X X X X X X X X X X X X X X X X X X X X
X X
X

X X X X X

X X X X

PRIVATE PARCEL
APN: 002-295-002

PRIVATE PARCEL
APN: 002-292-025

PRIVATE PARCEL
APN: 002-293-015

PRIVATE PARCEL
APN: 002-292-031
27+00 28+00 29+00 30+00 31+00 32+00
10+00

BIORETENTION PLANTING NOTES

1. TREES SHALL BE LOCATED AT LEAST 2.5 FEET
FROM FACE OF CURB.

2. TREES SHALL BE LOCATED AT LEAST 5 FEET

FROM BIORETENTION AREA INLETS ANDBACK FROM CONVEYANCE CHANNELS TO AVOID SCOURING OF ROOT BALLS.

3. DO NOT PLANT GRASSES OR SHRUBS IN

FRONT OF CURB CUT INLETS, WHERE THEY

WILL BLOCK CONVEYANCE FROM ENTERING
BIORETENTION PLANTER.

4. BIORETENTION AREAS RECEIVE COMPOST

MULCH, NOT BARK MULCH, PER PLANS AND
SPECIFICATIONS.

BIORETENTION PLANTING NOTES

1. TREES SHALL BE LOCATED AT LEAST 2.5 FEET
FROM FACE OF CURB.

2. TREES SHALL BE LOCATED AT LEAST 5 FEET

FROM BIORETENTION AREA INLETS ANDBACK FROM CONVEYANCE CHANNELS TO AVOID SCOURING OF ROOT BALLS.

3. DO NOT PLANT GRASSES OR SHRUBS IN

FRONT OF CURB CUT INLETS, WHERE THEY

WILL BLOCK CONVEYANCE FROM ENTERING
BIORETENTION PLANTER.

4. BIORETENTION AREAS RECEIVE COMPOST

MULCH, NOT BARK MULCH, PER PLANS AND
SPECIFICATIONS.
60 PLATANUS RACEMOSA N 2300479.8982 E 5765819.916561 AESCULUS CALIFORNICA N 2300214.1416 E 5765907.438862 AESCULUS CALIFORNICA N 2300198.0370 E 5765920.4622 NOTES
SEE LP001 FOR PLANTING SCHEDULE AND NOTES.

SEE LP502 FOR BIKEWAY MEDIAN PLANTER BOX

MODEL, SOIL SPECIFICATIONS, AND PLANT
PALETTES.

TREE PLANTING NOTES

1. AS PART OF TREE PLANTING, CONTRACTOR TO

CARRYOUT ALL NEEDED DEMOLITION, EXCAVATION OF

TREE PITS, PREPARATION OF SOILS, APPLICATION OF

AMENDMENT IN PLANTING HOLE, INSTALLATION OF TREE

STAKES, INSTALLATION AND CONNECTION OF IRRIGATION

WHERE APPLICABLE, INSTALLATION OF TREE ROOT

BARRIER WHERE APPLICABLE, PLACEMENT OF MULCH,

AND WATER-IN TREE UPON FINAL PLANTING AS
DESCRIBED ON PLANS AND IN SPECIFICATIONS.

2. WHERE PROPOSED TREES ARE LOCATED IN A PAVED OR

AGGREGATE SURFACE AREA, CONTRACTOR TO REMOVE

EXISTING PAVING TO CREATE A THREE-FOOT BY
THREE-FOOT (3' X 3') PLANTING PIT.

3. WHERE PROPOSED TREES ARE NOT LOCATED IN A NEW

AMENDED PLANTING AREA OR BIORETENTION AREA,

CONTRACTOR TO PREPARE THE EXISTING SOIL IN THE TREE
PIT AS DESCRIBED IN THE PROJECT SPECIFICATIONS.

4. MULCH NEW TREE PLANTINGS TO COVER FULL EXTENT OF
TREE PIT, MULCH TYPE AND DEPTH PER SPECIFICATIONS.

5. WHERE TREES ARE NOT COVERED BY IRRIGATION SYSTEM,

CONTRACTOR TO PROVIDE, INSTALL, AND FILL AT

INSTALLATION TREE WATERING BAGS, PER
SPECIFICATIONS.

6. STREET TREE COORDINATE LOCATIONS MAY BE ADJUSTED
IN THE FIELD. CONTRACTOR TO FLAG LOCATIONS FOR

LANDSCAPE ARCHITECT'S REVIEW PRIOR TO BEGINNING
WORK.

TREE PLANTING NOTES

1. AS PART OF TREE PLANTING, CONTRACTOR TO

CARRYOUT ALL NEEDED DEMOLITION, EXCAVATION OF

TREE PITS, PREPARATION OF SOILS, APPLICATION OF

AMENDMENT IN PLANTING HOLE, INSTALLATION OF TREE

STAKES, INSTALLATION AND CONNECTION OF IRRIGATION

WHERE APPLICABLE, INSTALLATION OF TREE ROOT

BARRIER WHERE APPLICABLE, PLACEMENT OF MULCH,

AND WATER-IN TREE UPON FINAL PLANTING AS
DESCRIBED ON PLANS AND IN SPECIFICATIONS.

2. WHERE PROPOSED TREES ARE LOCATED IN A PAVED OR

AGGREGATE SURFACE AREA, CONTRACTOR TO REMOVE

EXISTING PAVING TO CREATE A THREE-FOOT BY
THREE-FOOT (3' X 3') PLANTING PIT.

3. WHERE PROPOSED TREES ARE NOT LOCATED IN A NEW

AMENDED PLANTING AREA OR BIORETENTION AREA,

CONTRACTOR TO PREPARE THE EXISTING SOIL IN THE TREE
PIT AS DESCRIBED IN THE PROJECT SPECIFICATIONS.

4. MULCH NEW TREE PLANTINGS TO COVER FULL EXTENT OF
TREE PIT, MULCH TYPE AND DEPTH PER SPECIFICATIONS.

5. WHERE TREES ARE NOT COVERED BY IRRIGATION SYSTEM,

CONTRACTOR TO PROVIDE, INSTALL, AND FILL AT

INSTALLATION TREE WATERING BAGS, PER
SPECIFICATIONS.

6. STREET TREE COORDINATE LOCATIONS MAY BE ADJUSTED
IN THE FIELD. CONTRACTOR TO FLAG LOCATIONS FOR

LANDSCAPE ARCHITECT'S REVIEW PRIOR TO BEGINNING
WORK.

EXISTING SHRUB/TREE TO BEREMOVEDEXISTING TREE TO REMAIN

1. APPROXIMATE LOCATION OF SHRUBS/TREES TO BE REMOVED
SHOWN ON PLAN. REMOVE ROOTS PER SPECIFICATIONS.

2. SHRUBS/TREES TO BE REMOVED WILL BE TAGGED IN THE FIELD BY PROJECT ARBORIST. CONTRACTOR TO PROVIDE
LANDSCAPE ARCHITECT WITH 72 HOURS NOTICE, TO
SCHEDULE ARBORIST TAGGING.

3. CONTRACTOR TO RAISE CROWN ON EXISTING TREES TO
REMAIN AS FOLLOWS:

3.1. 20' TREES OR SMALLER - REMOVE LIMBS UP TO 8'3.2. TREES 20' TO 30' TALL - REMOVE LIMBS UP TO 10'3.3. TREES OVER 30' TALL - REMOVE LIMBS UP TO 12'

EXISTING TREES AND SHRUBS

1. APPROXIMATE LOCATION OF SHRUBS/TREES TO BE REMOVED
SHOWN ON PLAN. REMOVE ROOTS PER SPECIFICATIONS.

2. SHRUBS/TREES TO BE REMOVED WILL BE TAGGED IN THE FIELD BY PROJECT ARBORIST. CONTRACTOR TO PROVIDE
LANDSCAPE ARCHITECT WITH 72 HOURS NOTICE, TO
SCHEDULE ARBORIST TAGGING.

3. CONTRACTOR TO RAISE CROWN ON EXISTING TREES TO
REMAIN AS FOLLOWS:

3.1. 20' TREES OR SMALLER - REMOVE LIMBS UP TO 8'3.2. TREES 20' TO 30' TALL - REMOVE LIMBS UP TO 10'3.3. TREES OVER 30' TALL - REMOVE LIMBS UP TO 12'

EXISTING TREES AND SHRUBS
LEGEND

PLANTER BOX AND PLANT PALETTE NUMBER
4B
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21

LICENSED LANDSCAPE ARCHITECT

STATE OF CALIFORNIA
5/31/23
MELANIE MILLS NO. 5394
1000036
0 40 feet
1" = 20'
CHORRO [26+50 - 33+25] 20 60
1" = 20' HORIZONTAL SCALE

MATCHLINE - SEE PREVIOUS SHEET
LP107

LANDSCAPE PLAN
5B 4B 6B 5B
4B 6B
4B
5B 4B
5B 4B 6B 4B 4B 6B
4B
5B
4B 5B 4B 6B
5B

REMOVE EXISTING CALTRANS

SECURITY FENCE TO TIE IN

POINT SHOWN (TYPICAL)

CHORRO STREET

REMOVE EXISTING

CALTRANS SECURITY

FENCE TO TIE ENDPOINT SHOWN (TYPICAL)

TIE INTO EXISTING CALTRANS FENCE
5B 4B 6B
4B 6B
1 HIGH CURB

PROPOSED TREE

COORDINATE LOCATIONS
1 HIGH CURB
CHAINLINK FENCE AND GATES PERCALTRANS REVISED STANDARD PLANCRS A-85 - 6' HIGH, 3' LENGTH (TYPICAL)

TIE INTO EXISTING CALTRANS FENCE

POINT DESCRIPTION NORTHING EASTING

WALNUT STREET ART FENCE MOUNTED ON HIGH CURB BETWEEN BRIDGE COLUMNS - BY OTHERS NOT IN THIS CONTRACT (TYPICAL)

EXISTING TREES - RAISE CROWN PER NOTES (TYPICAL)
PLANTER BOXES IN BIKEWAY MEDIANS,LOCATIONS AND QUANTITIES PER CIVIL PLANS.

EXISTING SHRUBS/TREES TO REMOVE PERNOTES (TYPICAL)
BEGIN TRANSITION OF CURB HEIGHTDOWN TO 6" OVER 10'

BEGIN TRANSITION OF CURB HEIGHT
DOWN TO 6" OVER FINAL 15'
CHAINLINK FENCE AND GATES PERCALTRANS REVISED STANDARD PLANCRS A-85 - 6' HIGH, 3' LENGTH (TYPICAL)

CHAIN LINK FENCE GATE, TYPICAL

CALTRANS ROW

CALTRANS ROW

CALTRANS ROW

CALTRANS ROW

CITY PROJECT SIGN, PROTECT IN PLACE
BEGIN TRANSITION OF CURB HEIGHTDOWN TO 6" OVER FINAL 10'

TIE INTO EXISTING CALTRANS FENCE
MMMM
JC
11/11/2022
BEGIN TRANSITION OF CURB HEIGHTDOWN TO 6" OVER FINAL 10' 6B 4B 6B

PLACE BARK MULCH IN AREA WHERE SIDEWALK ISREMOVED, TYPE AND DEPTH PER SPECIFICATIONS (SEE CIVIL PLANS FOR LIMITS OF WORK)
5B

CITY PROJECT SIGN, PROTECT IN PLACE OJECT SIGN, PROTECT IN C

APPENDIX

APPENDIX
APPENDIX C – SCHOOL ZONES

PUBLIC WORKS DEPARTMENT
919 Palm Street, San Luis Obispo, CA 93401

CERRO SAN LUIS NEIGHBORHOOD GREENWAY

SCHOOL ZONES
0 SCALE IN FEET
1500
LIST OF SCHOOLS1. PACHECO ELEMENTARY SCHOOL

2. MISSION COLLEGE PREPARATORY

CATHOLIC HIGH SCHOOL
2 1

APPENDIX

APPENDIX
APPENDIX D ̽ EASEMENT DEED

APPENDIX

APPENDIX
APPENDIX E – BICYCLE LANE COATING

PRODUCT DESCRIPTION
Safe Ride Bicycle Lane Coating is a 100% Acrylic SelfCrosslinking Polymer Emulsion designed as a highly durable pavement color coating. Safe Ride is fortified
with specifically graded aggregate providing a textured surface for slip-resistance and added durability. Safe
Ride bicycle lane coating meets the Manual on Uniform
Traffic Control Devices (MUTCD) requirements for Green
color night time and day time chromaticity ratings. Safe Ride is a single component ready-to-apply product.

USES
Safe Ride is primarily designed for bicycle lanes on
asphalt streets and roads. Safe Ride provides a Safe
Zone for bicyclists on city streets and other high traffic roadways.

Product Data
Characteristics Requirement
Resin Cross-linking Acrylic
% Solids by Weight >74%
% Solids by Volume >60%
Weight per Gallon 13.5 lbs./gal ± .5 lb.
% Non-reactive Fillers <38%
% Silica Sand >15%
Volatile Organic Compounds (VOC) <50 grams per liter
Boiling Range Above 212°F
Vapor Density Heavier than Air
Flashpoint ASTM D3278 >450°F
Viscosity @ 70°F (20°C) 90-120 KU
Dry mil thickness per coat 20 to 25 mils
Recommended Number of Coats 2-3 coats
Dry Time (to re-coat) @ 50°F (10°C) @ 50% RH 45 minutes Dry Time (to re-coat) @ 90°F (32°C) @ 50% RH 25 minutes 85% Cure (for traffic) @ 50°F (10°C) @ 50% RH 5 to 7 hours 85% Cure (for traffic) @ 90°F (32°C) @ 50% RH 1 to 3 hours ASTM 2486 Scrub Resistance (25 dry mils) 50% applied
as a per manufacturers specifications
6000 cycles to max loss
of 50% coating
Dry mil build thickness per coat 20 to 25 mils
Temp. limits for service (of cured material) -40°F to 150°F Friction with locked wheeled tester at 30 mph >50 FN30R Pedestrian Friction ASTM E303 British Pendulum >75 BPN

COVERAGE
Typically one gallon of Safe Ride Bicycle Lane Coating
will cover approximately 50 square feet per coat. Two
to three coats are recommended for optimum durability
and performance.

SURFACE PREPARATION
Surface must be clean and free from all loose material, dirt, grease, and oil.

COLOR
Bright green. Meets the Manual on Uniform Traffic
Control Devices (MUTCD) requirements for Green color
night time and day time chromaticity ratings.

APPLICATION EQUIPMENT
Spraying is the preferred method of application. A
textured spray unit is recommended. Safe Ride can also
be applied by brush or roller.

MIXING PROCEDURES
Safe Ride is ready to use. Stir material thoroughly before applying.

APPLICATION
For optimum performance and durability, apply a
minimum of two coats of Safe Ride Bicycle Lane Coating.

Allow first coat to dry thoroughly before applying
second coat. A third coat of Safe Ride may be applied in high traffic/high wear areas for added durability.

PROTECT CONTAINERS FROM FREEZING

WARRANTY AND DISCLAIMER
The statements made on this specification sheet are
believed to be true and accurate and are intended to
provide a guide for approved application practices.

As workmanship, weather, construction, condition of
pavement, tools utilized, and other variables affecting results are all beyond our control, the manufacturer
warrants only that the material conforms to product
specifications and any liability to the buyer or user of this product is limited to the replacement value of the product only. The manufacturer expressly disclaims any
implied warranties of merchantability or fitness for
a particular purpose. Warranty is void on multi-coat
applications if material made by other manufacturers is used with this product.

SMT-158
REVISED 12/13/16
Technical Data Sheet

SAFE RIDE
Bicycle Lane Coating
Phone: 1-800-395-7325
www.sealmaster.net

APPENDIX

APPENDIX
APPENDIX F – MODIFIED CITY STANDARD 7320 ROAD BUMP

IW IW
 
PD[DJJUHJDWH

APPENDIX

APPENDIX
APPENDIX G ̽ PROJECT SOILS REPORT

GEOTECHNICAL ENGINEERING REPORT

ANHOLM NEIGHBORHOOD GREENWAY

SAN LUIS OBISPO, CALIFORNIA
November 12, 2021
Prepared for
Mr. Scott Yoshida
Prepared by
Earth Systems Pacific
4378 Old Santa Fe Road
San Luis Obispo, CA 93401
Copyright © 2021

ii
November 12, 2021
FILE NO.: 304833-001
Mr. Scott Yoshida
RRM Design Group
3765 South Higuera, Suite 102
San Luis Obispo, California 93401
PROJECT: ANHOLM NEIGHBORHOOD GREENWAY

SAN LUIS OBISPO, CALIFORNIA
SUBJECT: Geotechnical Engineering Report and Infiltration Test Results Dear Mr. Yoshida:

This geotechnical engineering report has been prepared for use in the development of plans and specifications for the proposed roadway reconstruction at the 800 block of Chorro Street, the new bike path between Foothill Boulevard and Ramona Drive, the new sidewalk at the north end of Chorro Street, and infiltration facilities including pervious curb. The infiltration facilities are planned near the intersection of Ferini Road and Foothill Boulevard, Ramona Drive and Broad Street, near and along Mission Street, and along Chorro Street between Walnut and Lincoln Streets. Preliminary recommendations for exterior pedestrian flatwork, hot mix asphalt pavements, retaining walls, drainage and maintenance, and observation and testing are presented to guide the development of project plans and specifications. Results of Low Impact Development (LID) infiltration testing are also included for your use in assessing the infiltration potential in the test areas. One electronic copy and one bound copy have been provided to you.

Additional electronic copies have also been distributed to those mentioned below.

We appreciate the opportunity to have provided services for this project and look forward to working with you again in the future. If there are any questions concerning this report, please do not hesitate to contact the undersigned.

Sincerely,
Earth Systems Pacific
Robert Down, PE Aileen Flynn, EIT
Principal Engineer Staff Engineer
Doc. No.: 2111-062.SER/pm

iii

TABLE OF CONTENTS
Cover Letter ................................................................................................................. ii

1.0 INTRODUCTION AND SITE SETTING ............................................................................. 1

2.0 SCOPE OF SERVICES ..................................................................................................... 1

3.0 FIELD INVESTIGATION ................................................................................................. 2

4.0 LABORATORY ANALYSIS............................................................................................... 4

5.0 GENERAL SUBSURFACE PROFILE ................................................................................. 5

6.0 CONCLUSIONS ............................................................................................................. 5

7.0 PRELIMINARY GEOTECHNICAL RECOMMENDATIONS ................................................. 6 Site Preparation........................................................................................................... 7 Grading ........................................................................................................................ 7 Utility Trenches ........................................................................................................... 9 Exterior Pedestrian Flatwork ..................................................................................... 10 Retaining Walls .......................................................................................................... 11 Pavements ................................................................................................................. 14 Drainage and Maintenance ....................................................................................... 16 Observation and Testing ........................................................................................... 17

8.0 CLOSURE.................................................................................................................... 19 TECHNICAL REFERENCE LIST .................................................................................................. 20

APPENDIX A

APPENDIX B

APPENDIX C

APPENDIX D

APPENDICES
Figure 1 – Site Vicinity Map
Figure 2 – Exploration Location MapƐ
Boring Log Legend
Boring Logs
Infiltration Test Results
Laboratory Test Results
Typical Detail A: Pipe Placed Parallel to Foundations

Anholm Neighborhood Greenway November 12, 2021
San Luis Obispo, California
304833-001 1 2111-062.SER

1.0 INTRODUCTION AND SITE SETTING
The proposed improvements will consist of roadway and pedestrian path upgrades associated to the Anholm Neighborhood Greenway Project, located along the alignment running from Chorro Street at the intersection of Highland Drive to the intersection of Chorro Street and Monterey Street. Addressed developments include the roadway reconstruction at the 800 block of Chorro Street, the new bike path between Foothill Boulevard and Ramona Drive, the new sidewalk and associated retaining wall at the north end of Chorro Street, and infiltration facilities including pervious curb.

We anticipate the new bike path and road reconstruction will be surfaced with Hot Mix Asphalt (HMA). Other site improvements consist of exterior pedestrian flatwork, vehicular pavement, relocation of underground utilities, site retaining walls, stormwater control measures (SCMs) including bioswales, pervious concrete gutters, and shallow subterranean basins, and landscaping.

The site is located in San Luis Obispo at multiple locations running along the alignment of the Anholm Neighborhood Greenway Project, as shown in Figure 1 – Exploration Location Map in Appendix A. The majority of the project area is roadway and pedestrian paths, excluding the proposed bike path location between Foothill Boulevard and Ramona Drive. The proposed bike path is located in an undeveloped area covered in grasses. Grading for the project is expected to include cuts and fills up to 3 feet.

2.0 SCOPE OF SERVICES
The scope of work for this geotechnical engineering investigation included the following: a general site reconnaissance, subsurface exploration and infiltration testing, laboratory testing of selected samples, geotechnical evaluation of the data collected, and the preparation of this report.

This report and recommendations are intended to comply with the considerations of Sections 1803.1 through 1803.6, J104.3 and J104.4, as applicable, of the 2019 California Building Code (CBC) and common geotechnical engineering practice in this area under similar conditions at this time. The test procedures were accomplished in general conformance with the standards noted, as modified by common geotechnical engineering practice in this area under similar conditions at this time.

Anholm Neighborhood Greenway November 12, 2021
San Luis Obispo, California
304833-001 2 2111-062.SER
Preliminary geotechnical engineering recommendations for site preparation, grading, utility trenches, foundations, exterior pedestrian flatwork, retaining walls, vehicle pavements, drainage and maintenance, and observation and testing are presented to guide the development of project plans and specifications. As there may be geotechnical issues yet to be resolved, the geotechnical engineer should be retained to provide consultation as the design progresses, and to review project plans as they near completion to assist in verifying that pertinent geotechnical issues have been addressed and to aid in conformance with the intent of this report.

It is our intent that this report be used exclusively by the client to form the geotechnical basis of the design of the project and in the preparation of plans and specifications. Application beyond this intent is strictly at the user’s risk.

This report does not address issues in the domain of contractors such as, but not limited to, site safety, loss of volume due to stripping of the site, shrinkage of soils during compaction, excavatability, dewatering, temporary slope angles, construction means and methods, etc.

Analyses of aerial or site geology, or of the soil for corrosivity, radioisotopes, asbestos (either naturally occurring or in man-made products), lead or mold potential, hydrocarbons, or chemical properties is beyond the scope of this report. Any ancillary features such as flag or light poles, temporary access roads, and non-structural fills, or other improvements not addressed herein are not within our scope and are also not addressed.

In the event that there are any changes in the nature, design, or location of improvements, or if any assumptions used in the preparation of this report prove to be incorrect, the conclusions and recommendations contained in this report shall not be considered valid unless the changes are reviewed and the conclusions of this report modified or verified by the geotechnical engineer in writing. The criteria presented in this report are considered preliminary until such time as any peer review or review by any jurisdiction has been completed, conditions have been observed by the geotechnical engineer in the field during construction, and the recommendations have been verified as appropriate, or modified by the geotechnical engineer in writing.

3.0 FIELD INVESTIGATION
Geotechnical Borings
The geotechnical field investigation consisted of one boring drilled on September 22, 2021, within the proposed bike path area between Foothill Boulevard and Ramona Drive to a maximum depth of 11.5 feet below the existing ground surface (bgs). The boring was drilled with a Mobile Drill

Anholm Neighborhood Greenway November 12, 2021
San Luis Obispo, California
304833-001 3 2111-062.SER
Model B-53 truck-mounted drill rig, equipped with 6-inch outside diameter hollow stem auger and an automatic trip hammer for sampling.

The approximate locations of the borings are shown on Figure 2 – Exploration Location Map in Appendix A. Soil samples were obtained from the borings using a 2-inch outside diameter ringlined barrel sampler (ASTM D 3550-01/07 with shoe similar to D 2937-10) and bulk soil samples obtained from the auger cuttings. After sampling was complete, the borings were backfilled with the auger cuttings.

Soils encountered in the borings were categorized and logged in general accordance with the Unified Soil Classification System and ASTM D 2488-09a. Where bedrock was encountered, its properties were described based upon observation of ring and/or Standard Penetration Test samples, observation of the auger cuttings, the effort required to drill into the bedrock, and the effort required to drive samplers into the bedrock. Copies of the current boring logs and a Boring Log Legend are included in Appendix A.

In reviewing the boring logs and legend, the reader should recognize that the legend is intended as a guideline only, and there are a number of conditions that may influence the soil characteristics as observed during drilling. These include, but are not limited to, the presence of cobbles or boulders, cementation, variations in soil moisture, presence of groundwater, and other factors. It should also be noted that the descriptions of bedrock must span a much wider range of density and strength characteristics than soil and are relative to other bedrock strata.

For example, fractured and weathered bedrock may be described as “soft,” yet it will be considerably harder than almost any type of soil. Conversely, a clay soil may be described as “hard,” however it will not be nearly as hard as even “soft” bedrock such as the sandstone encountered on this site. Consequently, the logger must exercise judgment in interpreting the subsurface characteristics, possibly resulting in soil and bedrock descriptions that vary somewhat from the legend.

Infiltration Testing
Ten infiltration test borings were drilled using the truck-mounted Mobile Drill Model B-53 rig.

After drilling was competed, a 2-inch diameter perforated pipe was installed in each of the infiltration test borings and the annular spaces around the pipes were filled with gravel. After testing was complete, borings were backfilled with auger cuttings. The approximate locations of the infiltration test borings are shown on Figure 2 – Exploration Location Map in Appendix A. Soils encountered in the borings were categorized and logged in general accordance with the Unified

Anholm Neighborhood Greenway November 12, 2021
San Luis Obispo, California
304833-001 4 2111-062.SER
Classified Soil Classification System and ASTM D 2488-09a. Copies of the infiltration boring logs and a Boring Log Legend are included in Appendix A.

Infiltration testing was performed in general accordance with the methods developed by this firm in cooperation with the Central Coast Low Impact Development Initiative (ESP 2013). Initially, testing consisted of introducing water into each of the test borings to just below existing grade.

This water level was then maintained at constant head for 30 minutes. After the 30-minute period, the water was shut off and the amount of water introduced into each of the test borings was recorded. Readings of the change in water level were then recorded at various time intervals over periods ranging from approximately 2 to 8 hours. Following testing, the pipes were removed, and the test borings were backfilled with on-site soil. The LID infiltration test results are attached in Appendix B.

Constant head infiltration testing resulted in introducing 0 to 2 gallons of water over a period of 30 minutes. Falling head test results ranged generally ranged from 1 to 4 inches per hour near the end of the tests in tests 1 and 2, from 0 to 0.5 inches per hour near the end of the tests in tests 3 through 8, and from 2.5 to 16 inches per hour near the end of the tests in tests 9 and 10.

Tests 3 and 4 were run approximately 3 feet bgs due to a layer of sand over the native material and to get true infiltration results. The test results indicate slow to moderate rates of infiltration with variation from each location tested. The test results only indicate the infiltration rates at the specific locations tested and under specific conditions. Sound engineering judgment should be exercised in extrapolating the test results for other conditions or locations. Technical design references vary in methods they present for using these types of test results. However, most references include reduction, safety, and/or correction factors for several parameters including, but not limited to, size of the LID system relative to the test volume, number of tests conducted, variability in the soil profile, anticipated silt loading, anticipated biological buildup, anticipated long-term maintenance, and other factors. Typically, in aggregate these factors range from about

2.5 to 50 depending upon the method used. The final determination of the means by which these data are used is left to the design engineer.

4.0 LABORATORY ANALYSIS
Selected samples from the current borings were tested in our laboratory for bulk density (ASTM D 2937-17, modified for ring liners) and moisture content (ASTM D 2216-10), expansion index (ASTM D 2937-19), maximum density and optimum moisture content (ASTM D 1557-12 Modified), and resistance R-Value (ASTM D 2844-94).

The geotechnical laboratory test results for our investigation are presented in Appendix C.

Anholm Neighborhood Greenway November 12, 2021
San Luis Obispo, California
304833-001 5 2111-062.SER

5.0 GENERAL SUBSURFACE PROFILE
Our investigation has been divided into 3 project sites. Please refer to the Exploration Location Map in Appendix A for boring locations. Based upon our investigation, project Sites 1 and 2 are underlain by alluvium. Boring 1 showed alluvium extending to depths of approximately 9 feet.

The alluvial deposit consists of clayey material with varying amounts of sand and gravel. The alluvium is underlain with bedrock of the Franciscan Mélange geologic unit. Infiltration borings in Sites 1 and 3 encountered similar soils to Boring 1. Infiltration borings at Site 2 was underlain by an imported sand layer overlying native clayey material seen at the other sites. Groundwater was not encountered during our investigation.

Please refer to the Boring Logs in Appendix A for a more detailed description of the subsurface conditions encountered in the subsurface investigations performed by this firm at the site.

6.0 CONCLUSIONS
In our opinion, the site is suitable, from a geotechnical engineering standpoint, for the proposed development discussed in the “Introduction and Site Setting” section of the report, provided the recommendations contained herein are implemented in the design and construction. In our opinion, the primary geotechnical engineering concerns at the site are the potential for seismic shaking and soil expansion potential. Erosion potential is also discussed below.

Strong Seismic Shaking
The site is in a region of high seismic activity with the potential for large seismic events that could generate strong ground shaking. The CBC requires that seismic loads be considered in structural design. A seismic analysis was undertaken to provide seismic acceleration design parameters; the results are presented in the “Foundations” section of this report for use by others in the structural design process.

The 2010 ASCE 7 method with 2013 updates available on the Structural Engineers Associate of California (SEAOC) Seismic Design Map Tool website (SEAOC, 2021) was used for the seismic analysis. The risk category for buildings and structures is assigned by others in accordance with CBC Table 1604.5; however, based on our current understanding of the project, we selected Risk Category II for our analysis. Based upon the subsurface conditions encountered during our subsurface investigation, Site Class “D”, “Stiff Soil,” was used. A general ground motion seismic analysis was performed, assuming that Exception 2 listed in Section 11.4.8 (ASCE, 2017) will apply to the project. We also provided seismic parameters if the Simplified Lateral Force Analysis Procedure from Section 12.14.8 (ASCE, 2017) will be used in structural design.

Anholm Neighborhood Greenway November 12, 2021
San Luis Obispo, California
304833-001 6 2111-062.SER
Expansive Soils
Several expansion index tests performed on samples of the surficial alluvium produced expansion index values of 43. Per CBC 1803.5.3, soils encountered at the site are considered to be expansive.

Using the terminology typically associated with the ASTM test method for expansion, the soils are generally considered to have “low” expansion potential. Expansive soils tend to swell with seasonal increases in moisture and shrink during the dry season as subsurface moisture decreases. The volume changes that these materials undergo in this cyclical pattern can stress and damage slabs and foundations if precautionary measures are not incorporated into the design and construction procedures. Recommendations for reducing the potential for movement of the proposed improvements including deepening foundations, non-expansive fill placement, and moisture conditioning are provided in the following sections.

Erosion Potential
The site soils are considered to have a high potential to erosion; caution should be exercised to protect the soil from erosion during and following construction.

7.0 PRELIMINARY GEOTECHNICAL RECOMMENDATIONS
These recommendations are applicable for the improvements as described in the “Introduction and Site Setting” section of this report. If locations or elevations change, or if improvements not previously mentioned are included, the geotechnical engineer should be contacted for revised recommendations.

Unless otherwise noted, the following definitions are used in the recommendations presented below. Where terms are not defined, definitions commonly used in the construction industry are intended.
x HMA Areas: The footprint of the HMA. If the aggregate base extends beyond the limits of the HMA, the HMA area includes the entire area of the aggregate base. x Flatwork Areas: The areas within and extending a minimum of 1 foot beyond the limits of exterior pedestrian flatwork.
x Site Retaining Wall Foundation Area: The area from the heel of the wall footing to 2 feet beyond the toe of the footing.
x Grading Area: The entire area to be graded for construction of site retaining wall areas, HMA areas, and areas where fill will be placed or surface improvements constructed.

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x Finish Grade: Elevations as shown on the grading plan. x Existing Grade: The elevation that existed as of the date of this report. x Scarified: Plowed or ripped in two orthogonal directions to a depth of not less than 8 inches.
x Moisture Conditioned: Soil moisture content adjusted to optimum moisture content, or just above, prior to application of compactive effort.
x Compacted/Recompacted: Soils placed in level lifts not exceeding 8 inches in loose thickness and compacted to a minimum of 90 percent of maximum dry density. The standard tests used to establish maximum dry density and field density should be ASTM D 1557-12 and ASTM D 6938-17, respectively, or other methods acceptable to the soils engineer and jurisdiction.

Site Preparation

1. The ground surface in the grading area should be prepared for construction by removing existing improvements, vegetation, debris, and other deleterious materials. Any existing utility lines that will not remain in service should be either removed or abandoned. The appropriate method of utility abandonment will depend upon the type and depth of the utility. Recommendations for abandonment during construction can be made as necessary.

2. Voids created by the removal of materials or utilities described above should be called to the attention of the geotechnical engineer. No fill should be placed unless the underlying soil has been observed by the geotechnical engineer.

Grading

1. Following site preparation, the existing soils within the retaining wall foundation areas should be removed to a level plane at a minimum of 2 feet below planned bottom-offooting elevation, or 2 feet below existing grade, whichever is deeper. The exposed surfaces should then be scarified, moisture conditioned and recompacted.

2. Following site preparation, exterior pedestrian flatwork areas and vehicular pavement areas should be overexcavated to a depth of 1 foot below planned subgrade elevation or existing grade, whichever is deeper. The soil surface exposed by overexcavation should be scarified, moisture conditioned, and recompacted.

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3. In all remaining grading areas, the exposed and prepared surfaces should be scarified to a minimum depth of 1 foot, moisture conditioned and recompacted to a minimum of 90 percent of maximum dry density.

4. Voids created by dislodging cobbles and/or debris during scarification should be backfilled and recompacted, and the dislodged materials should be removed from the work area.

5. Previously removed site soil may be compacted as general fill within the grading area with the exception of the non-expansive layer below the flatwork areas or aggregate base.

6. All imported soil used on the site should be nonexpansive. Nonexpansive materials are defined as soils that fall in the GW, GM, GC, SP, SW, SC and SM categories per ASTM D 2487-17, and that have an expansion index of 10 or less (ASTM 4829-11).

7. Proposed import materials should be evaluated by the geotechnical engineer before being used and on an intermittent basis during placement on the site.

8. All fill should be cleaned of any rocks, debris, and irreducible material larger than 6 inches in . When fill material includes rocks, the rocks should be placed in a sufficient soil matrix to ensure that voids caused by nesting of the rocks will not occur and that the fill can be properly compacted.

9. Generally, all soils should be compacted to a minimum of 90 percent of maximum dry density as defined above; however, the upper foot of subgrade and all aggregate base in HMA areas should be compacted to a minimum of 95 percent of maximum dry density.

Subgrade and aggregate base in areas to be paved should be firm and unyielding when proofrolled with heavy, rubber-tired grading equipment prior to continuing construction.

10. If the soils are overly moist so that they become unstable or if the recommended compaction cannot be readily achieved, drying the soil to just above optimum moisture content, or just above, may be necessary. Placement of gravel layers or geotextiles may also be necessary to help stabilize unstable soils. If such conditions are found, the geotechnical engineer should be contacted to assist the contractor in selecting appropriate measures for stabilization of unstable soils.

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11. The recommended soil moisture content should be maintained during construction and throughout the life of the project. Failure to maintain the soil moisture content can result in cracks and disturbance, which are an indication of degradation of the soil compaction.

If cracks are allowed to develop, or if soils near improvements such as foundations, flatwork, pavement, curbs, etc. are otherwise disturbed, damage to those improvements may result. Soils that have been or are otherwise disturbed should be removed, moisture conditioned, and compacted.

Utility Trenches

1. Unless otherwise recommended, utility trenches adjacent to foundations should not be excavated within the zone of foundation influence, as shown in Typical Detail A in Appendix D.

2. Utilities that must pass beneath a foundation should be placed with properly compacted utility trench backfill and the foundation should be designed to span the trench.

3. A select, noncorrosive, easily compacted sand should be used as bedding and shading immediately around utilities. Generally, the soil found at the site may be used for trench backfill above the select material.

4. Utility trench backfill should be moisture conditioned and compacted to a minimum of 90 percent of maximum dry density. Trenches located within areas to be paved should be compacted to a minimum of 95 percent of maximum dry density.

5. Trench backfill should be placed in level lifts not exceeding 6 inches in loose thickness, moisture conditioned, and compacted to the minimums noted above.

6. Compaction of trench backfill by jetting or flooding is not recommended except under extraordinary circumstances. However, to aid in encasing utility conduits, particularly corrugated drainpipes, and multiple, closely-spaced conduits in a single trench, jetting or flooding may be useful. Flooding or jetting should only be attempted with extreme caution, and any jetting operation should be subject to review by the geotechnical engineer.

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7. The recommendations of this section are minimums only and may be superseded by the requirements of the client, pipe manufacturers, utility companies, or the governing jurisdiction based upon soil corrosivity or other factors.

Exterior Pedestrian Flatwork

1. Exterior pedestrian flatwork should have a minimum thickness of 4 inches. Minimum reinforcement for exterior pedestrian flatwork should consist of No. 3 rebar placed at 24 inches on-center each way.

2. In conventional construction, it is common to use 4 to 6 inches of imported sand beneath exterior pedestrian flatwork. However, due to the expansion potential of the site soils, there will be a risk of movement and damage to the flatwork and slabs if conventional measures are used – heaving and cracking could occur. To reduce the potential for movement and damage, flatwork should be supported on at least 18 inches of nonexpansive imported soils.

3. For an added level of protection against expansion, the flatwork can be provided with perimeter trenched edges a minimum of 3 inches deeper than the chosen nonexpansive layer. The trenched edges should be reinforced with No. 4 rebar top and bottom. The decision regarding the thickness of nonexpansive material to use below flatwork, as well as the use of trenched edges, is left to the architect/engineer or owner.

4. Exterior pedestrian flatwork should have thickened edges a minimum of 6 inches below the bottom of the slab.

5. Flatwork should be constructed with frequent joints to allow articulation as the flatwork moves in response to seasonal soil temperature and moisture variations. The soil below flatwork should be moisture conditioned prior to casting the flatwork.

6. Flatwork surface should be sloped to freely drain toward appropriate drainage facilities.

Water should not be allowed to stand or pond on or adjacent to pavement or other improvements as it could infiltrate into the aggregate base and/or subgrade, causing premature pavement deterioration.

7. To reduce shrinkage cracks in all slabs-on-grade, the concrete aggregates should be of appropriate size and proportion, the water/cement ratio should be low, the concrete should be properly placed and finished, contraction joints should be installed, and the

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concrete should be properly cured. This is particularly applicable to slabs that will be cast directly upon a vapor retarder and those that will be protected from transmission of vapor by use of admixtures or surface sealers. Concrete materials, placement, and curing specifications should be at the direction of the architect/engineer; AC 302.1R-15 (ACI 2015) is suggested as a resource for the architect/engineer in preparing such specification.

Retaining Walls

1. Site Retaining walls may be founded in firm recompacted soil. Foundations for all site retaining walls should have a minimum depth (not including the keyway) of 24 inches below lowest adjacent grade within 8 feet of the footing.

2. Footings should be reinforced, at a minimum, by two No. 4 rebar at the top and bottom, or as required by the architect/engineer. Spread footings should be reinforced in accordance with the requirements of the architect/engineer. Spread footings should be connected by grade beams on two sides to create a foundation system that acts as a single unit.

3. Footings bearing into firm compacted fill may be designed using maximum allowable bearing capacities of 1,500 psf for dead loads and 2,000 psf for dead plus live loads. Using these criteria, maximum total and differential static settlements are expected to be less than 1-inch. Allowable capacities may be increased by one-third when transient loads such as wind or seismicity are included.

4. The seismic acceleration site parameters included in the table below have been provided to the design team for use in its analyses. The 2010 ASCE 7 method with 2013 updates, available on the Structural Engineers Association of California website (SEAOC 2021), was used to obtain the parameters. The project was considered to be a “nonessential” facility from the perspective of risk category as described by the CBC. The site coordinates stated in the “Introduction and Site Setting” section were used in the analysis. Based upon the subsurface conditions encountered during our investigation, the site should be classified as Site Class D (Stiff Soil). Foundations may be designed using the following 2019 CBC seismic parameters.

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SEISMIC ACCELERATION SITE PARAMETERS
Mapped Spectral
Response
Accelerations
Site Coefficients for
Site Class D
Adjusted MCE
Spectral Response
Accelerations for
Site Class D
Design Spectral
Response
Accelerations for
Site Class D
Seismic
Parameter
Value
(g)
Site
Coefficient Value
Seismic
Parameter
Value
(g)
Seismic
Parameter
Value
(g)
SS 1.051 Fa 1.200 SMS 1.262 SDS 0.841
S1 0.388 Fv 1.910 SM1 0.742 SD1 0.495
Peak Mean Ground Acceleration (PGAm) : 0.559 g
Seismic Design Category: D

5. Foundation excavations should be observed by the geotechnical engineer prior to rebar and PCC placement. Footing excavations should be thoroughly moistened prior to PCC placement and no desiccation cracks should be present.

6. We have assumed that retaining walls will not exceed a height of 6 feet; therefore, seismic design per CBC Section 1803.5.12.1 (CBSC, 2019) is not required. If retaining walls will retain more than 6 feet of soil, seismic design will be required, and the geotechnical engineer should be contacted to provide appropriate parameters.

7. Retaining wall design may be based on the following drained parameters:

TABLE 2: RETAINING WALL DESIGN PARAMETERS
Parameter Backfill Type Value
Active Equivalent Fluid Pressure Site Fill Materials 50 pcf Imported Sand/Gravel 35 pcf
At-Rest Equivalent Fluid Pressure Site Fill Materials 65 pcf Imported Sand/Gravel 50 pcf
Passive Equivalent Fluid Pressure Compacted Fill 300 pcf Maximum Toe Pressure Compacted Fill 2000 psf
Coefficient of Sliding Friction Compacted Fill 0.35

8. No surcharges are taken into consideration in the values presented in the previous paragraph. The maximum toe pressure is an allowable value to which no factor of safety

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has been applied. No factors of safety, load factors, and/or other factors have been applied to any of the remaining values.

9. If the values for imported sand or gravel are used in the design, the sand or gravel should be utilized exclusively as backfill above a 1-horizontal to 1-vertical plane extended from the base of the wall to daylight.

10. The above pressures are applicable to a horizontal retained surface behind the wall. Walls having a retained surface that slopes upward from the wall should be designed for an additional equivalent fluid pressure of 1 pcf for the active case and 1.5 pcf for the at-rest case, for every two degrees of slope inclination.

11. Long-term settlement of properly compacted, imported sand or gravel retaining wall backfill should be assumed to be about 0.2 to 0.5 percent of the depth of the backfill; long-term settlement of properly compacted site soil or crushed sandstone bedrock retaining wall backfill should be assumed to be about 0.5 to 1 percent of the depth of the backfill. Improvements that are constructed near the tops of retaining walls should be designed to accommodate long-term settlement.

12. All retaining walls should be drained with perforated pipe encased in a free-draining gravel blanket. The pipe should be placed with perforations facing downward and should discharge in a nonerosive manner away from foundations and other improvements. The gravel blanket should have a width of approximately 1 foot and should extend upward to approximately 1 foot below the top of the wall backfill. The upper foot should be backfilled with native soil, except in areas where exterior pedestrian flatwork or HMA pavement will abut the top of the wall. In such cases, the gravel should extend to the imported nonexpansive material, aggregate base, or other material below the improved surface, as appropriate. To reduce infiltration of the soil into the gravel, a permeable synthetic filter fabric conforming to Standard Specifications Section 96-1.02B – Class C (Caltrans 2018), should be placed between the gravel and soil. Manufactured synthetic drains, such as Miradrain or Enkadrain are acceptable alternatives to the use of gravel, provided they are installed in accordance with the recommendations of the manufacturer and Geotechnical Engineer.

13. Walls facing areas where moisture transmission through the wall would be undesirable should be thoroughly waterproofed in accordance with the specifications of the architect/engineer.

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14. The architect/engineer should bear in mind that retaining walls by their nature are flexible structures, and that surface treatments on walls often crack. Where walls are to be plastered or otherwise have a finish applied, the flexibility should be considered in determining the suitability of the surfacing material, spacing of horizontal and vertical control joints, etc. The flexibility should also be considered where a retaining wall will abut or be connected to a rigid structure, and where the geometry of the wall is such that its flexibility will vary along its length.

Pavements
HMA Pavement
The following Hot Mix Asphalt (HMA) pavement sections are based upon a tested R-value of 19 and assumed Traffic Indices (TIs) of 4.0 through 8.0. The R-value and corresponding pavement sections should be confirmed or modified during construction. Determination of the appropriate TI for specific areas of the project is left to others. The HMA sections were calculated in accordance with the method presented in the “Highway Design Manual” (Caltrans 2018). The calculated HMA and Class 2 aggregate base (AB) thicknesses are for compacted material. Normal Caltrans construction tolerances should apply.

HMA Pavement Sections
Traffic Index HMA (in) Class 2 AB*(in)

4.0 2.25 6.25

4.5 2.50 7.00

5.0 2.75 8.00

5.5 3.00 9.25

6.0 3.25 10.25

7.0 4.00 12.25

8.0 4.50 14.50
*Per Caltrans (2018) Section 26

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Pervious Concrete Pavement and Gutters

1. Where cast-in-place pervious concrete pavement or gutters are planned, the following minimum section is recommended:
x 8 inches pervious concrete
x Joint spacing at 8 feet on-center each way or less
x 18 inches Class 2 permeable and subgrade compacted to a minimum of 95 percent of maximum dry density or 18 inches of reservoir stone (size determined by the designer) compacted with a self-propelled vibratory smooth drum roller with a minimum of six passes
x All aggregate should be crushed, angular material
x An impermeable liner should be placed full height on the vertical edges of the excavation prior to installing the aggregate
x Top of ponding storage should be designed to be a minimum of 4 inches below the bottom of the concrete

2. Where pre-cast pervious concrete pavement or gutters, such as Stormcrete, are planned, the following minimum section is recommended:
x 6 inches pervious concrete
x Joint spacing at 8 feet on-center each way or less
x 18 inches Class 2 permeable and subgrade compacted to a minimum of 95 percent of maximum dry density or 18 inches of reservoir stone (size determined by the designer) compacted with a self-propelled vibratory smooth drum roller with a minimum of six passes
x All aggregate should be crushed, angular material
x An impermeable liner should be placed full height on the vertical edges of the excavation prior to installing the aggregate
x Top of ponding storage should be designed to be a minimum of 6 inches below the bottom of the concrete

3. If pervious concrete will be subject to bus or heavy truck traffic, the aggregate layer should be increased by 6 inches and placed in two layers, each compacted as described above

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Pavement Sections - General

1. Pavements should be constrained by curbs, gutters, flatwork, walls, etc.; free edges to the pavements should be avoided.

2. Pavements should be set back a minimum of 5 feet from any descending slope.

Alternately, deepened curbs may be used to constrain the pavement. Where curbs will be deepened in lieu of the recommended setback, the individual situation should be reviewed, and specific recommendations prepared by the geotechnical engineer.

3. Subgrade and AB should be firm and unyielding when proof-rolled with heavy, rubbertired grading equipment prior to continuing construction.

4. Finished pavement surfaces should be sloped to freely drain toward appropriate drainage facilities. Water should not be allowed to stand or pond on or adjacent to pavement, as it could cause premature pavement deterioration or improvement damage.

5. To reduce migration of surface drainage into the subgrade, maintenance of nonpermeable pavement areas is critical. Any cracks that develop in the pavement should be promptly sealed.

Drainage and Maintenance

1. Unpaved ground surfaces should be graded during construction, and, per Section 1804.4 of the 2019 CBC, finish graded to direct surface runoff away from foundations, slopes, and other improvements at a minimum 5 percent grade for a minimum distance of 10 feet. If this is not feasible due to the terrain, property lines, or other factors, swales with improved surfaces, area drains, or other drainage features should be provided to divert drainage away from these areas.

2. Finished surfaces should be sloped to freely drain toward appropriate drainage facilities.

Water should not be allowed to stand or pond on or adjacent to foundations.

3. Where infiltration stormwater control measure areas will lie within 8 feet of foundations, flatwork, pavement, or other similar surface improvement, moisture protection should be provided between the infiltration feature and the improvement. Moisture protection should consist of curbs or impermeable liners, deepened to a minimum of 2 feet below

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foundations, or the bottom of the infiltration facility, whichever is deeper. It is not anticipated that this protection needs to extend greater than 8 feet.

4. Where utility trenches will pass through areas intended for infiltration, lean concrete or sand/cement slurry plugs should be placed in the trenches at the perimeter of the infiltration area.

5. To reduce the potential for planter drainage gaining access to subslab areas, any raised planter boxes adjacent to foundations should be installed with drains and sealed sides and bottoms. Drains should also be provided for areas adjacent to the structure that would not otherwise freely drain.

6. To reduce the potential for damage due to erosion it is essential that the surface soils, particularly those disturbed during construction, be stabilized by vegetation or other means during and following construction. Care should be taken to establish and maintain vegetation. The landscaping and exterior flatwork should be installed to maintain the surface drainage recommended above.

7. To reduce the potential for disruption of drainage patterns and undermining of foundations and other improvements, rodent activity should be aggressively controlled.

Observation and Testing

1. It must be recognized that the recommendations contained in this report are based on a limited number of borings and rely on continuity of the subsurface conditions encountered. Therefore, the geotechnical engineer should be retained to provide consultation during the design phase, to review plans as they near completion, to interpret this report during construction, and to provide construction monitoring in the form of testing and observation.

2. At a minimum, the geotechnical engineer should be retained to provide:
x Review of the project plans as they near completion
x Professional observation during grading and backfill
x Oversight of soil special inspection

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3. Special inspection of grading and backfill should be provided as per Section 1705.6 and Table 1705.6 of the 2019 CBC. The special inspector should be under the direction of the geotechnical engineer. It is our opinion that none of the grading construction is of a nature that should warrant continuous special inspection; periodic special inspection should suffice. Subject to approval by the Building Official, the exception to continuous special inspection is described in Section 1704.2 of the 2019 CBC and should be specified by the architect/engineer and periodic special inspection of the following items should be provided by the special inspector.
x Stripping and clearing of vegetation and unsuitable materials x Overexcavation, scarification, moisture conditioning, and compaction of the soil x Fill quality, placement, moisture conditioning and compaction x Foundation excavations, including retaining and screen wall foundation excavations
x Retaining wall drains and backfill
x Utility trench backfill
x Subgrade and AB/nonexpansive fill compaction and proof-rolling

4. A program of quality control should be developed prior to beginning grading. It is the responsibility of the owner, contractor, or project manager to determine any additional inspection items required by the architect/engineer or the governing jurisdiction.

5. Locations and frequency of compaction tests should be as per the recommendation of the geotechnical engineer at the time of construction. The recommended test location and frequency may be subject to modification by the geotechnical engineer, based upon soil and moisture conditions encountered, size and type of equipment used by the contractor, the general trend of the results of compaction tests, or other factors.

6. A preconstruction conference among the owner, the geotechnical engineer, the governing agency, the special inspector, the project inspector, the architect/engineer, and contractors is recommended to discuss planned construction procedures and quality control requirements.

7. The geotechnical engineer should be notified at least 48 hours prior to beginning construction operations. If Earth Systems Pacific is not retained to provide construction observation and testing services, it shall not be responsible for the interpretation of the information by others or any consequences arising therefrom.

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8.0 CLOSURE
Our intent was to perform the investigation in a manner consistent with the level of care and skill ordinarily exercised by members of the profession currently practicing in the locality of this project and under similar conditions. No representation, warranty, or guarantee is either expressed or implied. This report is intended for the exclusive use by the client as discussed in the “Scope of Services” Section. Application beyond the stated intent is strictly at the user's risk.

This report is valid for conditions as they exist at this time for the type of project described herein.

The conclusions and recommendations contained in this report could be rendered invalid, either in whole or in part, due to changes in building codes, regulations, standards of geotechnical or construction practice, changes in physical conditions, or the broadening of knowledge. If Earth Systems Pacific is not retained to provide construction observation and testing services, it shall not be responsible for the interpretation of the information by others or any consequences arising therefrom.

If changes with respect to project type or location become necessary, if items not addressed in this report are incorporated into plans, or if any of the assumptions used in the preparation of this report are not correct, this firm shall be notified for modifications to this report. Any items not specifically addressed in this report should comply with the CBC and the requirements of the governing jurisdiction.

The preliminary recommendations of this geotechnical report are based upon the geotechnical conditions encountered at the site and may be augmented by additional requirements of the architect/engineer, or by additional recommendations provided by the geotechnical engineer based on conditions exposed at the time of construction.

This document, the data, conclusions, and recommendations contained herein are the property of Earth Systems Pacific. This report shall be used in its entirety, with no individual sections reproduced or used out of context. Copies may be made only by Earth Systems Pacific, the client, and the client’s authorized agents for use exclusively on the subject project. Any other use is subject to federal copyright laws and the written approval of Earth Systems Pacific.

Thank you for this opportunity to have been of service. If you have any questions, please feel free to contact this office at your convenience.

End of Text.

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TECHNICAL REFERENCE LIST
ACI (American Concrete Institute). 2015. "Guide for Concrete Floor and Slab Construction." Documents 302.1R.15.

California Building Code. 2019. California Code of Regulations, Title 24, Part 2.

Caltrans (California Department of Transportation). 2018. "Standard Specifications." Google Earth. 2020. Google Earth [website], retrieved from:
http://www.google.com/earth/index.html
SEAOC (Structural Engineers Association of California). 2020. “Seismic Design Map Tool.” Retrieved from: https://seismicmaps.org/

APPENDIX A
Figure 1 – Site Vicinity Map
Figure 2 – Exploration Location MapƐ
Boring Log Legend
Boring Logs

NOT TO SC
4378 Old Santa Fe Road, San Luis Obispo, CA 93401
www.earthsystems.com
(805) 544-3276 Fax (805) 544-1786
Date
September 2021
Project No.
304833-001
Figure 1

SITE VICINITY MAP
Anholm Neighborhood Greenway
Various Streets
San Luis Obispo, California
BASE MAP PROVIDED BY: Google Earth (2021) NOT TO SC
SITE 2
SITE 3
SITE 1

NOT TO SC
4378 Old Santa Fe Road, San Luis Obispo, CA 93401
www.earthsystems.com
(805) 544-3276 Fax (805) 544-1786
Date
September 2021
Project No.
304833-001
Figure 2

EXPLORATION LOCATION MAP
Anholm Neighborhood Greenway
Various Streets
San Luis Obispo, California
BASE MAP PROVIDED BY: Google Earth (2021)
LEGEND
I1
Boring Location (Approx.)
Infiltration Test Location (Approx.)
B1
B1
I1 I2
I9 I10

NOT TO SC
4378 Old Santa Fe Road, San Luis Obispo, CA 93401
www.earthsystems.com
(805) 544-3276 Fax (805) 544-1786
Date
September 2021
Project No.
304833-001
Figure 3

EXPLORATION LOCATION MAP
Anholm Neighborhood Greenway
Various Streets
San Luis Obispo, California
BASE MAP PROVIDED BY: Google Earth (2021)
LEGEND
I1
Boring Location (Approx.)
Infiltration Test Location (Approx.)
B1
I3
I4

NOT TO SC
4378 Old Santa Fe Road, San Luis Obispo, CA 93401
www.earthsystems.com
(805) 544-3276 Fax (805) 544-1786
Date
September 2021
Project No.
304833-001
Figure 4

EXPLORATION LOCATION MAP
Anholm Neighborhood Greenway
Various Streets
San Luis Obispo, California
BASE MAP PROVIDED BY: Google Earth (2021)
LEGEND
I1
Boring Location (Approx.)
Infiltration Test Location (Approx.)
B1
I8
I7
I6
I5

DEPTH
(feet)

USCS CLASS
SYMBOL

INTERVAL
(feet)
SAMPLE
TYPE

DRY DENSITY
(pcf)

MOISTURE
(%)
BLOWS
PER 6 IN.

SAMPLE DATA

SOIL DESCRIPTION
LEGEND: Ring Sample Grab Sample Shelby Tube Sample SPT
NOTE: This log of subsurface conditions is a simplification of actual conditions encountered. It applies at the location and time of drilling.

Subsurface conditions may differ at other locations and times.

AUGER TYPE: 6" Hollow Stem
DRILL RIG: Mobile B-53 with Automatic Hammer
LOGGED BY: A. Flynn
CLAYEY SAND W/ GRAVEL: light yellowish
brown, stiff, slightly moist (Alluvium)

5.0 - 6.5

10.0 - 11.5 36
13 50/4"
12 7
16 SC
110.4 13.3
117.3 13.0
End of Boring @ 11.5'
No subsurface water encountered
PAGE 1 OF 1
Boring No. 1
JOB NO.: 304833-001
DATE: 9/22/2021
Anholm Neighborhood Greenway
Various Streets
San Luis Obispo, California
very stiff

0.0 - 5.0
CL SANDY LEAN CLAY: dark brown, very stiff,
slightly moist
SILTSTONE: olive brown, moderately hard,
slightly moist, weathered (Franciscan Melange)
oxidation staining

DEPTH
(feet)

USCS CLASS
SYMBOL

INTERVAL
(feet)
SAMPLE
TYPE

DRY DENSITY
(pcf)

MOISTURE
(%)
BLOWS
PER 6 IN.

SAMPLE DATA

SOIL DESCRIPTION
LEGEND: Ring Sample Grab Sample Shelby Tube Sample SPT
NOTE: This log of subsurface conditions is a simplification of actual conditions encountered. It applies at the location and time of drilling.

Subsurface conditions may differ at other locations and times.

AUGER TYPE: 6" Hollow Stem
DRILL RIG: Mobile B-53 with Automatic Hammer
LOGGED BY: A. Flynn
3" AC/ 6" AB
PAGE 1 OF 1
Boring No. I1
JOB NO.: 304833-001
DATE: 9/16/2021
Anholm Neighborhood Greenway
Various Streets
San Luis Obispo, California
CL SANDY LEAN CLAY: grayish brown, stiff, moist
CL SANDY LEAN CLAY: dark brown, stiff, moist
(Alluvium)
SC CLAYEY SAND: yellowish brown, dense, moist
End of Boring @ 5.0'
No subsurface water encountered

DEPTH
(feet)

USCS CLASS
SYMBOL

INTERVAL
(feet)
SAMPLE
TYPE

DRY DENSITY
(pcf)

MOISTURE
(%)
BLOWS
PER 6 IN.

SAMPLE DATA

SOIL DESCRIPTION
LEGEND: Ring Sample Grab Sample Shelby Tube Sample SPT
NOTE: This log of subsurface conditions is a simplification of actual conditions encountered. It applies at the location and time of drilling.

Subsurface conditions may differ at other locations and times.

AUGER TYPE: 6" Hollow Stem
DRILL RIG: Mobile B-53 with Automatic Hammer
LOGGED BY: A. Flynn
4" AC/ 6" AB
PAGE 1 OF 1
Boring No. I2
JOB NO.: 304833-001
DATE: 9/16/2021
Anholm Neighborhood Greenway
Various Streets
San Luis Obispo, California
CL SANDY LEAN CLAY: grayish brown, stiff, moist
CL SANDY LEAN CLAY: dark brown, stiff, slightly
moist (Alluvium)
SC CLAYEY SAND: yellowish brown, stiff, slightly
moist
End of Boring @ 5.0'
No subsurface water encountered

DEPTH
(feet)

USCS CLASS
SYMBOL

INTERVAL
(feet)
SAMPLE
TYPE

DRY DENSITY
(pcf)

MOISTURE
(%)
BLOWS
PER 6 IN.

SAMPLE DATA

SOIL DESCRIPTION
LEGEND: Ring Sample Grab Sample Shelby Tube Sample SPT
NOTE: This log of subsurface conditions is a simplification of actual conditions encountered. It applies at the location and time of drilling.

Subsurface conditions may differ at other locations and times.

AUGER TYPE: 6" Hollow Stem
DRILL RIG: Mobile B-53 with Automatic Hammer
LOGGED BY: A. Flynn
2" AC
PAGE 1 OF 1
Boring No. I3
JOB NO.: 304833-001
DATE: 9/17/2021
Anholm Neighborhood Greenway
Various Streets
San Luis Obispo, California
SP POORLY GRADED SAND: dark yellowish brown,
medium dense, slightly moist (Fill)
light brown
End of Boring @ 5.0'
No subsurface water encountered
CH FAT CLAY: dark brown, stiff, slightly moist
(Alluvium)

DEPTH
(feet)

USCS CLASS
SYMBOL

INTERVAL
(feet)
SAMPLE
TYPE

DRY DENSITY
(pcf)

MOISTURE
(%)
BLOWS
PER 6 IN.

SAMPLE DATA

SOIL DESCRIPTION
LEGEND: Ring Sample Grab Sample Shelby Tube Sample SPT
NOTE: This log of subsurface conditions is a simplification of actual conditions encountered. It applies at the location and time of drilling.

Subsurface conditions may differ at other locations and times.

AUGER TYPE: 6" Hollow Stem
DRILL RIG: Mobile B-53 with Automatic Hammer
LOGGED BY: A. Flynn
2" AC
PAGE 1 OF 1
Boring No. I4
JOB NO.: 304833-001
DATE: 9/17/2021
Anholm Neighborhood Greenway
Various Streets
San Luis Obispo, California
SP POORLY GRADED SAND: light yellowish brown,
medium dense, slightly moist (Fill)
End of Boring @ 5.0'
No subsurface water encountered
CH FAT CLAY: dark grayish brown, stiff, slightly moist
(Alluvium)

DEPTH
(feet)

USCS CLASS
SYMBOL

INTERVAL
(feet)
SAMPLE
TYPE

DRY DENSITY
(pcf)

MOISTURE
(%)
BLOWS
PER 6 IN.

SAMPLE DATA

SOIL DESCRIPTION
LEGEND: Ring Sample Grab Sample Shelby Tube Sample SPT
NOTE: This log of subsurface conditions is a simplification of actual conditions encountered. It applies at the location and time of drilling.

Subsurface conditions may differ at other locations and times.

AUGER TYPE: 6" Hollow Stem
DRILL RIG: Mobile B-53 with Automatic Hammer
LOGGED BY: A. Flynn
3" AC/ 3" AB
PAGE 1 OF 1
Boring No. I5
JOB NO.: 304833-001
DATE: 9/17/2021
Anholm Neighborhood Greenway
Various Streets
San Luis Obispo, California
CH SANDY FAT CLAY: very dark brown, stiff, slightly
moist (Alluvium)
End of Boring @ 5.0'
No subsurface water encountered
SC CLAYEY SAND: grayish brown, dense, moist

DEPTH
(feet)

USCS CLASS
SYMBOL

INTERVAL
(feet)
SAMPLE
TYPE

DRY DENSITY
(pcf)

MOISTURE
(%)
BLOWS
PER 6 IN.

SAMPLE DATA

SOIL DESCRIPTION
LEGEND: Ring Sample Grab Sample Shelby Tube Sample SPT
NOTE: This log of subsurface conditions is a simplification of actual conditions encountered. It applies at the location and time of drilling.

Subsurface conditions may differ at other locations and times.

AUGER TYPE: 6" Hollow Stem
DRILL RIG: Mobile B-53 with Automatic Hammer
LOGGED BY: A. Flynn
3" AC/ 3" AB
PAGE 1 OF 1
Boring No. I6
JOB NO.: 304833-001
DATE: 9/17/2021
Anholm Neighborhood Greenway
Various Streets
San Luis Obispo, California
CH SANDY FAT CLAY: dark brown, stiff, slightly
moist (Alluvium)
End of Boring @ 5.0'
No subsurface water encountered
light brown, moist

DEPTH
(feet)

USCS CLASS
SYMBOL

INTERVAL
(feet)
SAMPLE
TYPE

DRY DENSITY
(pcf)

MOISTURE
(%)
BLOWS
PER 6 IN.

SAMPLE DATA

SOIL DESCRIPTION
LEGEND: Ring Sample Grab Sample Shelby Tube Sample SPT
NOTE: This log of subsurface conditions is a simplification of actual conditions encountered. It applies at the location and time of drilling.

Subsurface conditions may differ at other locations and times.

AUGER TYPE: 6" Hollow Stem
DRILL RIG: Mobile B-53 with Automatic Hammer
LOGGED BY: A. Flynn
3" AC/ 4" AB
PAGE 1 OF 1
Boring No. I7
JOB NO.: 304833-001
DATE: 9/17/2021
Anholm Neighborhood Greenway
Various Streets
San Luis Obispo, California
SC CLAYEY SAND: very dark brown, dense, slightly
moist (Alluvium)
End of Boring @ 5.0'
No subsurface water encountered
CH SANDY FAT CLAY: pale brown, stiff, moist

DEPTH
(feet)

USCS CLASS
SYMBOL

INTERVAL
(feet)
SAMPLE
TYPE

DRY DENSITY
(pcf)

MOISTURE
(%)
BLOWS
PER 6 IN.

SAMPLE DATA

SOIL DESCRIPTION
LEGEND: Ring Sample Grab Sample Shelby Tube Sample SPT
NOTE: This log of subsurface conditions is a simplification of actual conditions encountered. It applies at the location and time of drilling.

Subsurface conditions may differ at other locations and times.

AUGER TYPE: 6" Hollow Stem
DRILL RIG: Mobile B-53 with Automatic Hammer
LOGGED BY: A. Flynn
3" AC/ 4" AB
PAGE 1 OF 1
Boring No. I8
JOB NO.: 304833-001
DATE: 9/17/2021
Anholm Neighborhood Greenway
Various Streets
San Luis Obispo, California
SC CLAYEY SAND: dark brown, dense, slightly moist
(Alluvium)
End of Boring @ 5.0'
No subsurface water encountered
CH SANDY FAT CLAY: pale brown, stiff, moist

DEPTH
(feet)

USCS CLASS
SYMBOL

INTERVAL
(feet)
SAMPLE
TYPE

DRY DENSITY
(pcf)

MOISTURE
(%)
BLOWS
PER 6 IN.

SAMPLE DATA

SOIL DESCRIPTION
LEGEND: Ring Sample Grab Sample Shelby Tube Sample SPT
NOTE: This log of subsurface conditions is a simplification of actual conditions encountered. It applies at the location and time of drilling.

Subsurface conditions may differ at other locations and times.

AUGER TYPE: 6" Hollow Stem
DRILL RIG: Mobile B-53 with Automatic Hammer
LOGGED BY: A. Flynn PAGE 1 OF 1
Boring No. I9
JOB NO.: 304833-001
DATE: 9/22/2021
Anholm Neighborhood Greenway
Various Streets
San Luis Obispo, California
SC CLAYEY SAND W/ GRAVEL: yellowish brown,
medium dense, slightly moist (Alluvium)
End of Boring @ 5.0'
No subsurface water encountered
light yellowish brown

DEPTH
(feet)

USCS CLASS
SYMBOL

INTERVAL
(feet)
SAMPLE
TYPE

DRY DENSITY
(pcf)

MOISTURE
(%)
BLOWS
PER 6 IN.

SAMPLE DATA

SOIL DESCRIPTION
LEGEND: Ring Sample Grab Sample Shelby Tube Sample SPT
NOTE: This log of subsurface conditions is a simplification of actual conditions encountered. It applies at the location and time of drilling.

Subsurface conditions may differ at other locations and times.

AUGER TYPE: 6" Hollow Stem
DRILL RIG: Mobile B-53 with Automatic Hammer
LOGGED BY: A. Flynn PAGE 1 OF 1
Boring No. I10
JOB NO.: 304833-001
DATE: 9/22/2021
Anholm Neighborhood Greenway
Various Streets
San Luis Obispo, California
SC CLAYEY SAND W/ GRAVEL: brown, stiff, slightly
moist (Alluvium)
End of Boring @ 5.0'
No subsurface water encountered
yellowish brown
CL SANDY LEAN CLAY: dark brown, stiff, moist

APPENDIX B
Infiltration Test Results

PROJECT: City of SLO - Anholm Neighborhood Greenway 304833-001 INFILTRATION TEST: I-1
DATE DRILLED: 9/16/2021 TEST HOLE DIAMETER: 6 inches
DATE TESTED: 9/16/2021 TEST HOLE DEPTH: 57 inches
TECHNICIAN: SH TEST DURATION: 480 Minutes

CONSTANT HEAD DATA
30 minutes
Volume Added During Constant Head: 0.1 gallons

FALLING HEAD DATA

INTERVAL READING INCREMENTAL INFILTRATION INFILTRATION
(Minutes) (Inches) FALL RATE RATE
(Inches) (Minutes / Inch) (Inches / Hour)
0 9.25 --- --- ---

30.0 11.50 2.25 13.33 4.5

30.0 12.50 1.00 30.00 2.0

30.0 13.50 1.00 30.00 2.0

30.0 16.75 3.25 9.23 6.5

60.0 21.75 5.00 12.00 5.0

60.0 26.00 4.25 14.12 4.3

60.0 28.25 2.25 26.67 2.3

60.0 32.00 3.75 16.00 3.8

60.0 35.50 3.50 17.14 3.5

INFILTRATION TEST RESULTS
Time of Constant Head:

PROJECT: City of SLO - Anholm Neighborhood Greenway 304833-001 INFILTRATION TEST: I-2
DATE DRILLED: 9/16/2021 TEST HOLE DIAMETER: 6 inches
DATE TESTED: 9/16/2021 TEST HOLE DEPTH: 53 inches
TECHNICIAN: SH TEST DURATION: 375 Minutes

CONSTANT HEAD DATA
30 minutes
Volume Added During Constant Head: 0.1 gallons

FALLING HEAD DATA

INTERVAL READING INCREMENTAL INFILTRATION INFILTRATION
(Minutes) (Inches) FALL RATE RATE
(Inches) (Minutes / Inch) (Inches / Hour)
0 9.50 --- --- ---

30.0 10.00 0.50 60.00 1.0

30.0 11.00 1.00 30.00 2.0

30.0 11.75 0.75 40.00 1.5

30.0 12.25 0.50 60.00 1.0

60.0 13.25 1.00 60.00 1.0

60.0 14.00 0.75 80.00 0.8

INFILTRATION TEST RESULTS
Time of Constant Head:

PROJECT: City of SLO - Anholm Neighborhood Greenway 304833-001 INFILTRATION TEST: I-3
DATE DRILLED: 9/17/2021 TEST HOLE DIAMETER: 6 inches
DATE TESTED: 9/17/2021 TEST HOLE DEPTH: 59 inches
TECHNICIAN: AF TEST DURATION: 180 Minutes

CONSTANT HEAD DATA
30 minutes
Volume Added During Constant Head: 0.05 gallons

FALLING HEAD DATA

INTERVAL READING INCREMENTAL INFILTRATION INFILTRATION
(Minutes) (Inches) FALL RATE RATE
(Inches) (Minutes / Inch) (Inches / Hour)
0 36.00 --- --- ---

30.0 36.00 0.00 0.00 0.0

30.0 36.25 0.25 120.00 0.5

30.0 36.25 0.00 0.00 0.0

30.0 36.25 0.00 0.00 0.0

60.0 36.25 0.00 0.00 0.0

INFILTRATION TEST RESULTS
Time of Constant Head:

PROJECT: City of SLO - Anholm Neighborhood Greenway 304833-001 INFILTRATION TEST: I-4
DATE DRILLED: 9/17/2021 TEST HOLE DIAMETER: 6 inches
DATE TESTED: 9/17/2021 TEST HOLE DEPTH: 57 inches
TECHNICIAN: AF TEST DURATION: 480 Minutes

CONSTANT HEAD DATA
30 minutes
Volume Added During Constant Head: 0.1 gallons

FALLING HEAD DATA

INTERVAL READING INCREMENTAL INFILTRATION INFILTRATION
(Minutes) (Inches) FALL RATE RATE
(Inches) (Minutes / Inch) (Inches / Hour)
0 29.50 --- --- ---

30.0 29.50 0.00 0.00 0.0

30.0 29.75 0.25 120.00 0.5

30.0 29.75 0.00 0.00 0.0

30.0 30.00 0.25 120.00 0.5

30.0 30.00 0.00 0.00 0.0

INFILTRATION TEST RESULTS
Time of Constant Head:

PROJECT: City of SLO - Anholm Neighborhood Greenway 304833-001 INFILTRATION TEST: I-5
DATE DRILLED: 9/17/2021 TEST HOLE DIAMETER: 6 inches
DATE TESTED: 9/17/2021 TEST HOLE DEPTH: 60 inches
TECHNICIAN: AF TEST DURATION: 150 Minutes

CONSTANT HEAD DATA
30 minutes
Volume Added During Constant Head: 0.10 gallons

FALLING HEAD DATA

INTERVAL READING INCREMENTAL INFILTRATION INFILTRATION
(Minutes) (Inches) FALL RATE RATE
(Inches) (Minutes / Inch) (Inches / Hour)
0 4.50 --- --- ---

30.0 4.50 0.00 0.00 0.0

30.0 4.75 0.25 120.00 0.5

30.0 4.75 0.00 0.00 0.0

30.0 4.75 0.00 0.00 0.0

INFILTRATION TEST RESULTS
Time of Constant Head:

PROJECT: City of SLO - Anholm Neighborhood Greenway 304833-001 INFILTRATION TEST: I-6
DATE DRILLED: 9/17/2021 TEST HOLE DIAMETER: 6 inches
DATE TESTED: 9/17/2021 TEST HOLE DEPTH: 60 inches
TECHNICIAN: AF TEST DURATION: 150 Minutes

CONSTANT HEAD DATA
30 minutes
Volume Added During Constant Head: 0.05 gallons

FALLING HEAD DATA

INTERVAL READING INCREMENTAL INFILTRATION INFILTRATION
(Minutes) (Inches) FALL RATE RATE
(Inches) (Minutes / Inch) (Inches / Hour)
0 8.75 --- --- ---

30.0 9.00 0.25 120.00 0.5

30.0 9.00 0.00 0.00 0.0

30.0 9.00 0.00 0.00 0.0

30.0 9.00 0.00 0.00 0.0

INFILTRATION TEST RESULTS
Time of Constant Head:

PROJECT: City of SLO - Anholm Neighborhood Greenway 304833-001 INFILTRATION TEST: I-7
DATE DRILLED: 9/17/2021 TEST HOLE DIAMETER: 6 inches
DATE TESTED: 9/17/2021 TEST HOLE DEPTH: 60 inches
TECHNICIAN: AF TEST DURATION: 150 Minutes

CONSTANT HEAD DATA
30 minutes
Volume Added During Constant Head: 0.0 gallons

FALLING HEAD DATA

INTERVAL READING INCREMENTAL INFILTRATION INFILTRATION
(Minutes) (Inches) FALL RATE RATE
(Inches) (Minutes / Inch) (Inches / Hour)
0 5.75 --- --- ---

30.0 5.75 0.00 0.00 0.0

30.0 5.75 0.00 0.00 0.0

30.0 5.75 0.00 0.00 0.0

30.0 6.00 0.25 120.00 0.5

INFILTRATION TEST RESULTS
Time of Constant Head:

PROJECT: City of SLO - Anholm Neighborhood Greenway 304833-001 INFILTRATION TEST: I-8
DATE DRILLED: 9/17/2021 TEST HOLE DIAMETER: 6 inches
DATE TESTED: 9/17/2021 TEST HOLE DEPTH: 60 inches
TECHNICIAN: AF TEST DURATION: 150 Minutes

CONSTANT HEAD DATA
30 minutes
Volume Added During Constant Head: 0.02 gallons

FALLING HEAD DATA

INTERVAL READING INCREMENTAL INFILTRATION INFILTRATION
(Minutes) (Inches) FALL RATE RATE
(Inches) (Minutes / Inch) (Inches / Hour)
0 2.75 --- --- ---

30.0 2.75 0.00 0.00 0.00

30.0 2.75 0.00 0.00 0.00

30.0 2.75 0.00 0.00 0.00

30.0 2.75 0.00 0.00 0.00

INFILTRATION TEST RESULTS
Time of Constant Head:

PROJECT: City of SLO - Anholm Neighborhood Greenway 304833-001 INFILTRATION TEST: I-9
DATE DRILLED: 9/22/2021 TEST HOLE DIAMETER: 6 inches
DATE TESTED: 9/22/2021 TEST HOLE DEPTH: 54 inches
TECHNICIAN: SH TEST DURATION: 150 Minutes

CONSTANT HEAD DATA
30 minutes
Volume Added During Constant Head: 0.25 gallons

FALLING HEAD DATA

INTERVAL READING INCREMENTAL INFILTRATION INFILTRATION
(Minutes) (Inches) FALL RATE RATE
(Inches) (Minutes / Inch) (Inches / Hour)
0 9.25 --- --- ---

30.0 11.00 1.75 17.14 3.5

30.0 12.25 1.25 24.00 2.5

30.0 14.00 1.75 17.14 3.5

30.0 15.25 1.25 24.00 2.5

INFILTRATION TEST RESULTS
Time of Constant Head:

PROJECT: City of SLO - Anholm Neighborhood Greenway 304833-001 INFILTRATION TEST: I-10
DATE DRILLED: 9/22/2021 TEST HOLE DIAMETER: 6 inches
DATE TESTED: 9/22/2021 TEST HOLE DEPTH: 57 inches
TECHNICIAN: SH TEST DURATION: 150 Minutes

CONSTANT HEAD DATA
30 minutes
Volume Added During Constant Head: 2.0 gallons

FALLING HEAD DATA

INTERVAL READING INCREMENTAL INFILTRATION INFILTRATION
(Minutes) (Inches) FALL RATE RATE
(Inches) (Minutes / Inch) (Inches / Hour)
0 6.00 --- --- ---

30.0 17.75 11.75 2.55 23.5

30.0 27.50 9.75 3.08 19.5

30.0 35.50 8.00 3.75 16.0

30.0 39.75 4.25 7.06 8.5

INFILTRATION TEST RESULTS
Time of Constant Head:

APPENDIX C
Geotechnical Laboratory Test Results

Anholm Neighborhood Greenway 304833Ͳ001
EXPANSION INDEX TEST RESULTS ASTM D 4829Ͳ19

BORING DEPTH EXPANSION
NO. feet INDEX
1 0.0Ͳ5.0 43

Anholm Neighborhood Greenway 304833Ͳ001
BULK DENSITY TEST RESULTS ASTM D 2937Ͳ17 (modified for ring liners) October 13, 2021

BORING DEPTH MOISTURE WET DRY
NO. feet CONTENT, % DENSITY, pcf DENSITY, pcf
1 6.0Ͳ6.5 13.0 132.5 117.3
1 11.0Ͳ11.5 13.3 125.1 110.4
EXPANSION INDEX TEST RESULTS ASTM D 4829Ͳ19

BORING DEPTH EXPANSION
NO. feet INDEX
1 0.0Ͳ5.0 43

Anholm Neighborhood Greenway 304833Ͳ001
MOISTUREͲDENSITY COMPACTION TEST ASTM D 1557Ͳ12 (Modified) PROCEDURE USED: C October 13, 2021
PREPARATION METHOD: Moist Boring #1 @ 0.0Ͳ5.0'
RAMMER TYPE: Mechanical Light Yellow Brown Clayey Sand with Gravel (SC) SPECIFIC GRAVITY: 2.65 (assumed)
SIEVE DATA: MAXIMUM DRY DENSITY: 122.5 pcf
Sieve Size % Retained (Cumulative) OPTIMUM MOISTURE: 11.1% 3/4" 0
3/8" 8 ENTER OVERSIZE CORRECTION DATA
#4 18
111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
126
127
128
129
130
131
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 DRY DENSITY, pcf
MOISTURE CONTENT, percent
Compaction Curve Zero Air Voids Curve

Anholm Neighborhood Greenway 304833Ͳ001
RESISTANCE 'R ' VALUE AND EXPANSION PRESSURE ASTM D 2844/D2844MͲ18 October 13, 2021
Boring #1 @ 0.0Ͳ5.0' Dry Density @ 300 psi Exudation Pressure: 126.1Ͳpcf Light Yellow Brown Clayey Sand with Gravel (SC) %Moisture @ 300 psi Exudation Pressure: 15.2% Specified Traffic Index: 5.0 RͲValueͲExudation Pressure: 30 RͲValueͲExpansion Pressure: 19
RͲValue @ Equilibrium: 19
0 10
20 30
40 50
60 70
80 90
800 700 600 500 400 300 200 100 0

R-VALUE
EXUDATION PRESSURE, psi

EXUDATION PRESSURE
CHART

0.0 0.2

0.4 0.6

0.8 1.0

1.2 1.4

1.6 1.8

2.0 0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0
COVER THICKNESS BY EXUDATION PRESSURE, ft
COVER THICKNESS BY EXPANSION PRESSURE, ft

EXPANSION PRESSURE CHART

APPENDIX D
Typical Detail A: Pipe Placed Parallel to Foundations

9"
2' min.

Compacted backfill
Pipe
Compacted sand bedding and shading
per project specifications
1 1
Foundation
Zone of foundation influence
All trench excavation to be
above 1:1 plane as shown
1:1 plane as shown
No excavation allowed below

SCHEMATIC ONLY

NOT TO SCALE

TYPICAL DETAIL A

PIPE PLACED PARALLEL TO FOUNDATION

APPENDIX

APPENDIX
APPENDIX H ̽ PG&E CONSTRUCTION SKETCH

Project: North Chorro Neighborhood Greenway Spec.No.: 1000036 Bid Opening: January 31, 2023 ‐
Pre‐job:

John Madonna Souza Construction Papich Construction
BID ITEM & DESCRIPTION

UNIT TOTAL UNIT TOTAL UNIT TOTAL
No. ITEM UNIT QUAN PRICE PRICE PRICE PRICE PRICE PRICE
1 TRAFFIC CONTROL PLAN AND IMPLEMENTATION LS 1 450,000.00 $      450,000.00 $      538,600.00 $   538,600.00 $      848,213.84 $   848,213.84 $ 2 CONSTRUCTION SURVEY LS 1 95,000.00 $         95,000.00 $         60,000.00 $     60,000.00 $         72,000.00 $     72,000.00 $ 3 COMPLY WITH CALTRANS ENCROACHMENT PERMIT LS 1 2,000.00 $           2,000.00 $           3,400.00 $       3,400.00 $           2,500.00 $       2,500.00 $ 4 COMPLY WITH GRANT DEED AND RIGHT OF WAY AGREEMENT – BIKE PATH LS 1 5,000.00 $           5,000.00 $           2,300.00 $       2,300.00 $           30,000.00 $     30,000.00 $ 5 CLEARING, GRUBBING, AND LIMB REMOVAL LS 1 40,000.00 $         40,000.00 $         50,000.00 $     50,000.00 $         35,000.00 $     35,000.00 $ 6 CHORRO STREET RECONSTRUCTION SQFT 10,000 18.00 $                 180,000.00 $      17.80 $             178,000.00 $      25.30 $             253,000.00 $ 7 CLASS I BIKE PATH (OPTION 2) SQFT 6,600 23.00 $                 151,800.00 $      21.00 $             138,600.00 $      30.25 $             199,650.00 $ 8 MINOR CONCRETE (SIDEWALK) SQFT 1700 22.00 $                 37,400.00 $         14.00 $             23,800.00 $         25.50 $             43,350.00 $ 9 MINOR CONCRETE (CURB AND GUTTER) LF 2355 75.00 $                 176,625.00 $      98.00 $             230,790.00 $      48.50 $             114,217.50 $ 10 MINOR CONCRETE (CROSS GUTTER) LF 250 280.00 $               70,000.00 $         275.00 $          68,750.00 $         180.25 $          45,062.50 $ 11 MINOR CONCRETE (DRIVEWAY RAMPS) SQFT 800 43.00 $                 34,400.00 $         38.00 $             30,400.00 $         30.00 $             24,000.00 $ 12 MINOR CONCRETE (1.25' CONCRETE BIKE MEDIAN) LF 1600 39.00 $                 62,400.00 $         66.40 $             106,240.00 $      37.50 $             60,000.00 $ 13 MINOR CONCRETE (3' CONCRETE BIKE MEDIAN) LF 1650 40.00 $                 66,000.00 $         150.40 $          248,160.00 $      59.50 $             98,175.00 $ 14 MINOR CONCRETE (SIDEWALK UNDERDRAIN) EA 1 14,000.00 $         14,000.00 $         10,800.00 $     10,800.00 $         10,150.00 $     10,150.00 $ 15 MINOR CONCRETE (ENERGY DISSIPATION STRUCTURE AND COBBLE) EA 1 7, $           7,000.00 000.00 $           5,900.00 $       5,900.00 $           12,750.00 $     12,750.00 $ 16 STRUCTURE CONCRETE (CURB & GUTTER RETAINING WALL ‐ BROAD ST ‐ STA 21+40 TO 23+12) LF 172 600.00 $               103,200.00 $      528.00 $          90,816.00 $         430.00 $          73,960.00 $ 17 STRUCTURE CONCRETE (RETAINING WALL ‐ BIKE PATH ‐ STA 1+00 TO 2+80) LF 180 800.00 $               144,000.00 $      760.00 $          136,800.00 $      520.00 $          93,600.00 $ 18 STRUCTURE CONCRETE (LANDSCAPE HIGH CURB ‐ CHORRO/101) LF 123 600 $               73,800.00 .00 $         393.00 $          48,339.00 $         550.00 $          67,650.00 $ 19 STRUCTURE CONCRETE (CMU PILASTER ‐ BIKE PATH) EA 1 6,000.00 $           6,000.00 $           7,150.00 $       7,150.00 $           34,000.00 $     34,000.00 $ 20 TYPE II SLURRY SEAL SQYD 30,440 6.00 $                   182,640.00 $      4.20 $               127,848.00 $      7.20 $               219,168.00 $ 21 BIKE LANE AND EXISTING CURB RAMP EDGE GRIND LS 1 20,000.00 $         20,000.00 $         53,200.00 $     53,200.00 $         145,000.00 $   145,000.00 $ 22 TEMPORARY STRIPING AND PAVEMENT MARKINGS LS 1 102,000.00 $      102,000.00 $      155,070.00 $   155,070.00 $      180,000.00 $   180,000.00 $ 23 MINOR HOT MIX ASPHALT (CASE 1 – 10” THICK) SQFT 2,330 27.00 $                 62,910.00 $         20.60 $             47,998.00 $         54.60 $             127,218.00 $ 24 MINOR HOT MIX ASPHALT (SPEED HUMP – TYPE 2) EA 7 7,800.00 $           54,600.00 $         5,440.00 $       38,080.00 $         10,500.00 $     73,500.00 $ 25 ADJUST STORMDRAIN MANHOLE TO GRADE EA 6 850.00 $               5,100.00 $           1,310.00 $       7,860.00 $           2,500.00 $       15,000.00 $ 26 ADJUST SANITARY SEWER MANHOLE TO GRADE EA 3 850.00 $               2,550.00 $           1,310.00 $       3,930.00 $           2,500.00 $       7,500.00 $ 27 ADJUST COMMUNICATION VAULT/MANHOLE/BOX TO GRADE EA 36 600.00 $               21,600.00 $         1,310.00 $       47,160.00 $         2,250.00 $       81,000.00 $ 28 ADJUST WATER VALVE TO GRADE EA 12 600.00 $               7,200.00 $           800.00 $          9,600.00 $           2,000.00 $       24,000.00 $ 29 ADJUST WATER METER TO GRADE EA 11 600.00 $               6,600.00 $           788.00 $          8,668.00 $           1,750.00 $       19,250.00 $ 30 18" HDPE STORM DRAIN PIPE LF 63 450.00 $               28,350.00 $         230.00 $          14,490.00 $         210.00 $          13,230.00 $ 31 MINOR CONCRETE (STORMDRAIN CATCH BASIN) EA 1 20,000.00 $         20,000.00 $         24,000.00 $     24,000.00 $         3,000.00 $       3,000.00 $ 32 MINOR CONCRETE (STORMDRAIN MANHOLE) EA 2 20,500.00 $         41,000.00 $         8,880.00 $       17,760.00 $         3,250.00 $       6,500.00 $ 33 6" PERFORATED UNDERDRAIN PIPE LF 62 275.00 $               17,050.00 $         132.00 $          8,184.00 $           30.50 $             1,891.00 $ 34 MINOR CONCRETE (12" MIDSTATE STORMDRAIN CATCH BASIN) EA 3 3,600. $           10,800.00 00 $         1,870.00 $       5,610.00 $           5,500.00 $       16,500.00 $ 35 MINOR CONCRETE (24” MIDSTATE STORMDRAIN CATCH BASIN) EA 1 4,900. $           4,900.00 00 $           3,030.00 $       3,030.00 $           7,000.00 $       7,000.00 $ 36 REMOVE AND REPLACE STORMDRAIN INLET GRATE AND INSTALL FILTEREXX STORMEXX FILTER EA 17 2,640.00 $           44,880.00 $         6,160.00 $       104,720.00 $      1,500.00 $       25,500.00 $ 37 12' PUNCH POST EA 45 228.00 $               10,260.00 $         138.00 $          6,210.00 $           85.00 $             3,825.00 $ 38 14' PUNCH POST EA 3 312.00 $               936.00 $               150.00 $          450.00 $               95.00 $             285.00 $ 39 R1‐1 SIGN 18" EA 2 170.00 $               340.00 $               126.00 $          252.00 $               200.00 $          400.00 $ 40 R1‐1 SIGN 30" EA 4 200.00 $               800.00 $               174.00 $          696.00 $               300.00 $          1,200.00 $ 41 R1‐2 SIGN 25" EA 1 200.00 $               200.00 $               174.00 $          174.00 $               250.00 $          250.00 $ 42 R1‐3P PLAQUE EA 4 115.00 $               460.00 $               51.00 $             204.00 $               150.00 $          600.00 $ 43 R4‐11 SIGN EA 7 200.00 $               1,400.00 $           168.00 $          1,176.00 $           350.00 $          2,450.00 $ 44 R5‐3 SIGN EA 2 200.00 $               400.00 $               162.00 $          324.00 $               300.00 $          600.00 $ 45 R7‐9 SIGN EA 18 140.00 $               2,520.00 $           75.00 $             1,350.00 $           250.00 $          4,500.00 $ 46 R10‐15 (MODIFIED) "YIELD TO BIKE" SIGN EA 5 200.00 $               1,000.00 $           168.00 $          840.00 $               350.00 $          1,750.00 $ 47 R81 (CA) SIGN EA 3 140.00 $               420.00 $               75.00 $             225.00 $               350.00 $          1,050.00 $ 48 R81A (CA) SIGN EA 2 115.00 $               230.00 $               17.00 $             34.00 $                 200.00 $          400.00 $ 49 R81B (CA) SIGN EA 5 115.00 $               575.00 $               17.00 $             85.00 $                 200.00 $          1,000.00 $ 50 W1‐1 SIGN EA 2 230.00 $               460.00 $               162.00 $          324.00 $               350.00 $          700.00 $ 51 W1‐2L SIGN EA 2 230.00 $               460.00 $               162.00 $          324.00 $               350.00 $          700.00 $ 52 W4‐4P SIGN EA 1 170.00 $               170.00 $               78.00 $             78.00 $                 350.00 $          350.00 $ 53 W11‐2 SIGN EA 8 230.00 $               1,840.00 $           162.00 $          1,296.00 $           350.00 $          2,800.00 $ 54 W16‐7P SIGN EA 8 170.00 $               1,360.00 $           75.00 $             600.00 $               300.00 $          2,400.00 $ 55 W84 (CA) SIGN EA 3 230.00 $               690.00 $               210.00 $          630.00 $               350.00 $          1,050.00 $ 56 GREENWAY ARROW PLAQUE  EA 8 140.00 $               1,120.00 $           51.00 $             408.00 $               300.00 $          2,400.00 $ 57 GREENWAY SIGN EA 19 285.00 $               5,415.00 $           216.00 $          4,104.00 $           500.00 $          9,500.00 $ 58 PEXCO CITY POST MODEL EAC, 36" WHITE WITH 2 GREY WRAPS EA 23 400 $               9,200.00 .00 $           450.00 $          10,350.00 $         250.00 $          5,750.00 $ 59 72" WHEEL STOP  EA 8 140.00 $               1,120.00 $           180.00 $          1,440.00 $           400.00 $          3,200.00 $ 60 6" YELLOW TACTILE GUIDE STRIP, VANGUARD ADA SYSTEMS OR APPROVED EQUAL LF 82 228.00 $               18,696.00 $         163.00 $          13,366.00 $         370.00 $          30,340.00 $ 61 INSTALL EXISTING / RELOCATED SIGN EA 16 285.00 $               4,560.00 $           300.00 $          4,800.00 $           150.00 $          2,400.00 $ 62 CURB PAINT LF 200 1.00 $                   200.00 $               3.00 $               600.00 $               6.00 $               1,200.00 $ 63 PREFORMED THERMOPLASTIC SHEETS (BROAD/MURRAY) SQFT 120 58.00 $                 6,960.00 $           13.00 $             1,560.00 $           96.00 $             11,520.00 $ 64 ZICLA ZEBRA CYCLE TRACK LANE SEPARATORS EA 48 230.00 $               11,040.00 $         240.00 $          11,520.00 $         150.00 $          7,200.00 $ 65 4" YELLOW STRIPING LF 1,300 1.70 $                   2,210.00 $           1.30 $               1,690.00 $           2.94 $               3,822.00 $ 66 DETAIL 1 LF 2,750 1.40 $                   3,850.00 $           1.10 $               3,025.00 $           1.50 $               4,125.00 $ 67 DETAIL 8 LF 50 2.30 $                   115.00 $               1.00 $               50.00 $                 1.50 $               75.00 $ 68 DETAIL 22 LF 2,450 2.00 $                   4,900.00 $           3.40 $               8,330.00 $           2.50 $               6,125.00 $ 69 DETAIL 39 LF 3,750 1.70 $                   6,375.00 $           1.60 $               6,000.00 $           0.85 $               3,187.50 $ 70 BIKE BUFFER LF 1,360 3.40 $                   4,624.00 $           3.80 $               5,168.00 $           10.00 $             13,600.00 $ 71 BIKE BUFFER AT DRIVEWAY SQFT 1,140 3.15 $                   3,591.00 $           3.50 $               3,990.00 $           10.00 $             11,400.00 $ 72 HI‐VIS CROSSWALK EA 35 1,140.00 $           39,900.00 $         1,320.00 $       46,200.00 $         500.00 $          17,500.00 $ 73 STOP BAR LF 465 5.70 $                   2,650.50 $           4.40 $               2,046.00 $           3.00 $               1,395.00 $ 74 STOP LEGEND EA 32 230.00 $               7,360.00 $           384.00 $          12,288.00 $         125.00 $          4,000.00 $ 75 STOP LEGEND (1/2 SCALE) EA 7 170.00 $               1,190.00 $           1,470.00 $       10,290.00 $         562.38 $          3,936.66 $ 76 BIKE / PED DIRECTIONAL SYMBOL EA 2 400.00 $               800.00 $               840.00 $          1,680.00 $           600.00 $          1,200.00 $ 77 TYPE II ARROW EA 1 285.00 $               285.00 $               378.00 $          378.00 $               150.00 $          150.00 $ 78 TYPE IV ARROW EA 1 170.00 $               170.00 $               300.00 $          300.00 $               85.00 $             85.00 $ 79 HUMP LEGEND EA 12 285.00 $               3,420.00 $           420.00 $          5,040.00 $           200.00 $          2,400.00 $ 80 PED LEGEND EA 2 285.00 $               570.00 $               330.00 $          660.00 $               200.00 $          400.00 $ 81 XING LEGEND EA 4 285.00 $               1,140.00 $           360.00 $          1,440.00 $           200.00 $          800.00 $ 82 SLOW LEGEND EA 2 285.00 $               570.00 $               384.00 $          768.00 $               200.00 $          400.00 $ 83 SCHOOL LEGEND EA 4 400.00 $               1,600.00 $           570.00 $          2,280.00 $           250.00 $          1,000.00 $ 84 TURNING BIKE BOX EA 3 1,400.00 $           4,200.00 $           426.00 $          1,278.00 $           1,400.00 $       4,200.00 $ 85 BIKE SYMBOL & ARROW EA 23 300.00 $               6,900.00 $           210.00 $          4,830.00 $           200.00 $          4,600.00 $ 86 GREENBACK CHEVRON EA 25 650.00 $               16,250.00 $         360.00 $          9,000.00 $           650.00 $          16,250.00 $ 87 GREENBACK SHARROW EA 2 900.00 $               1,800.00 $           366.00 $          732.00 $               650.00 $          1,300.00 $ 88 GREENWAY SYMBOL EA 22 3,400.00 $           74,800.00 $         450.00 $          9,900.00 $           850.00 $          18,700.00 $ 89 GREEN BIKE LANE MARKINGS (CASE 1) LF 118 91.00 $                 10,738.00 $         3.60 $               424.80 $               50.00 $             5,900.00 $ 90 GREEN BIKE LANE MARKINGS (CASE 2) LF 286 91.00 $                 26,026.00 $         2.50 $               715.00 $               50.00 $             14,300.00 $ 91 GREEN BIKE LANE MARKINGS (CASE 3) LF 364 91.00 $                 33,124.00 $         3.00 $               1,092.00 $           50.00 $             18,200.00 $ 92 GREEN SEALMASTER COLOR SAFE PAVEMENT MARKING SQFT 5640 11.00 $                 62,040.00 $         5.20 $               29,328.00 $         7.25 $               40,890.00 $ 93 YIELD LINE EA 5 450.00 $               2,250.00 $           45.00 $             225.00 $               150.00 $          750.00 $ 94 RELOCATE RRFB SOLAR CROSSWALK (RAMONA) LS 1 3,000.00 $           3,000.00 $           3,400.00 $       3,400.00 $           2,782.00 $       2,782.00 $ 95 RRFB SOLAR CROSSWALK (CHORRO/MILL) LS 1 39,000.00 $         39,000.00 $         38,000.00 $     38,000.00 $         31,664.00 $     31,664.00 $ 96 FOOTHILL TO RAMONA BIKE PATH LIGHTING / CHORRO LIGHTING / CHORRO PG&E SERVICE LS 1 604,000.00 $      604,000.00 $      637,000.00 $   637,000.00 $      530,954.00 $   530,954.00 $ 97 BENCHES (BIKE PATH & CHORRO/MOUNTAIN VIEW) EA 3 3,500.00 $           10,500.00 $         5,540.00 $       16,620.00 $         5,000.00 $       15,000.00 $ 98 TRASH CONTAINER (BIKE PATH) EA 2 3,400.00 $           6,800.00 $           3,000.00 $       6,000.00 $           3,500.00 $       7,000.00 $

99 METAL PICKET FENCING (BIKE PATH) LF 136 134.00 $               18,224.00 $         255.00 $          34,680.00 $         213.00 $          28,968.00 $ 100 CHAINLINK FENCE (CHORRO /101) LF 297 62.00 $                 18,414.00 $         76.00 $             22,572.00 $         64.00 $             19,008.00 $ 101 CHAINLINK GATES (CHORRO /101) EA 6 970.00 $               5,820.00 $           1,068.00 $       6,408.00 $           890.00 $          5,340.00 $ 102 SOIL PREPARATION (NON‐BIORETENTION & TREE PITS) CY 130 220.00 $               28,600.00 $         230.00 $          29,900.00 $         150.00 $          19,500.00 $ 103 BIORETENTION SOIL MIX CY 90 185.00 $               16,650.00 $         148.00 $          13,320.00 $         300.00 $          27,000.00 $ 104 CLASS II DRAIN ROCK TON 200 165.00 $               33,000.00 $         76.00 $             15,200.00 $         110.00 $          22,000.00 $ 105 ENERGY DISSIPATOR ROCK  TON 5 320.00 $               1,600.00 $           724.00 $          3,620.00 $           450.00 $          2,250.00 $ 106 IRRIGATION  LS 1 145,900.00 $      145,900.00 $      158,000.00 $   158,000.00 $      144,400.00 $   144,400.00 $ 107 TREE WATERING BAGS (NON‐IRRIGATED TREES) EA 35 165.00 $               5,775.00 $           174.00 $          6,090.00 $           96.00 $             3,360.00 $ 108 PLANTING (SHRUBS ‐ ALL AREAS) SQFT 10,672 19.00 $                 202,768.00 $      20.00 $             213,440.00 $      7.00 $               74,704.00 $ 109 PLANTING (TREES ‐ ALL AREAS) EA 63 450.00 $               28,350.00 $         468.00 $          29,484.00 $         760.00 $          47,880.00 $ 110 GREENWAY PLANTERS/SOIL/PLANTS EA 285 775.00 $               220,875.00 $      810.00 $          230,850.00 $      872.00 $          248,520.00 $ 111 MULCH (BIORETENTION AREAS) CY 9 120.00 $               1,080.00 $           132.00 $          1,188.00 $           164.00 $          1,476.00 $ 112 MULCH (CONVENTIONAL PLANTING AREAS & TREES) CY 96 120.00 $               11,520.00 $         132.00 $          12,672.00 $         130.00 $          12,480.00 $ 113 GREENWAY PLANTERS MAINT/WATERING (1‐YR) LS 1 6,300.00 $           6,300.00 $           7,800.00 $       7,800.00 $           72,480.00 $     72,480.00 $ 114 ESTABLISHMENT/MAINTENANCE ALL TREES & PLANTS (1 YR) LS 1 39,400 $         39,400.00 .00 $         41,400.00 $     41,400.00 $         42,000.00 $     42,000.00 $ 115 HAND WATER NON‐IRRIGATED TREES (1‐YR) EA 35 8,550.00 $           299,250.00 $      258.00 $          9,030.00 $           470.00 $          16,450.00 $ 116 HAND WATER NON‐IRRIGATED UNDERSTORY PLANTINGS (1‐YR) LS 1 6,800 $           6,800.00 .00 $           7,200.00 $       7,200.00 $           7,500.00 $       7,500.00 $ 117 CURB RAMP ALMOND‐MISSION (E) C‐4.17 LS 1 27,000.00 $         27,000.00 $         29,050.00 $     29,050.00 $         41,000.00 $     41,000.00 $ 118 CURB RAMP BROAD‐MISSION (E) C‐4.16 LS 1 21,000.00 $         21,000.00 $         47,700.00 $     47,700.00 $         82,000.00 $     82,000.00 $ 119 CURB RAMP BROAD‐MISSION (N) C‐4.15 LS 1 21,000.00 $         21,000.00 $         34,970.00 $     34,970.00 $         66,000.00 $     66,000.00 $ 120 CURB RAMP CENTER‐CHORRO (NE) C‐4.26 LS 1 26,500.00 $         26,500.00 $         24,300.00 $     24,300.00 $         48,000.00 $     48,000.00 $ 121 CURB RAMP CENTER‐CHORRO (NW) C‐4.25 LS 1 23,600.00 $         23,600.00 $         27,270.00 $     27,270.00 $         53,500.00 $     53,500.00 $ 122 CURB RAMP CENTER‐CHORRO (SE) C‐4.27 LS 1 23,700.00 $         23,700.00 $         22,360.00 $     22,360.00 $         40,000.00 $     40,000.00 $ 123 CURB RAMP CENTER‐CHORRO (SW) C‐4.28 LS 1 23,700.00 $         23,700.00 $         25,390.00 $     25,390.00 $         47,000.00 $     47,000.00 $ 124 CURB RAMP CERRO ROMAULDO‐FERRINI (NW) C‐4.4 LS 1 22,500.00 $         22,500.00 $         35,510.00 $     35,510.00 $         87,000.00 $     87,000.00 $ 125 CURB RAMP CERRO ROMAULDO‐FERRINI (SE) C‐4.3 LS 1 20,250.00 $         20,250.00 $         21,670.00 $     21,670.00 $         40,000.00 $     40,000.00 $ 126 CURB RAMP FELTON‐FERRINI (NW) C‐4.2 LS 1 20,000.00 $         20,000.00 $         21,650.00 $     21,650.00 $         39,000.00 $     39,000.00 $ 127 CURB RAMP FELTON‐FERRINI (SW) C‐4.1 LS 1 20,000.00 $         20,000.00 $         19,410.00 $     19,410.00 $         38,000.00 $     38,000.00 $ 128 CURB RAMP LINCOLN‐CHORRO (NE) C‐4.35 LS 1 22,500.00 $         22,500.00 $         30,110.00 $     30,110.00 $         47,000.00 $     47,000.00 $ 129 CURB RAMP LINCOLN‐CHORRO (NW) C‐4.34 LS 1 26,000.00 $         26,000.00 $         27,410.00 $     27,410.00 $         50,000.00 $     50,000.00 $ 130 CURB RAMP LINCOLN‐CHORRO (SE) C‐4.36 LS 1 23,000.00 $         23,000.00 $         29,170.00 $     29,170.00 $         61,000.00 $     61,000.00 $ 131 CURB RAMP LINCOLN‐CHORRO (SW) C‐4.37 LS 1 22,500.00 $         22,500.00 $         24,680.00 $     24,680.00 $         45,000.00 $     45,000.00 $ 132 CURB RAMP MEINEKE‐BROAD (N) C‐4.8 LS 1 24,900.00 $         24,900.00 $         27,110.00 $     27,110.00 $         58,000.00 $     58,000.00 $ 133 CURB RAMP MEINEKE‐BROAD (S) C‐4.9 LS 1 20,700.00 $         20,700.00 $         22,130.00 $     22,130.00 $         46,000.00 $     46,000.00 $ 134 CURB RAMP MEINEKE C‐4.10 LS 1 22,000.00 $         22,000.00 $         21,030.00 $     21,030.00 $         43,000.00 $     43,000.00 $ 135 CURB RAMP MILL‐CHORRO (NW) C‐4.46 LS 1 20,300.00 $         20,300.00 $         22,240.00 $     22,240.00 $         42,000.00 $     42,000.00 $ 136 CURB RAMP MILL‐CHORRO (NE) C‐4.49 LS 1 26,000.00 $         26,000.00 $         39,600.00 $     39,600.00 $         76,000.00 $     76,000.00 $ 137 CURB RAMP MILL‐CHORRO (SE) C‐4.48 LS 1 23,000.00 $         23,000.00 $         36,060.00 $     36,060.00 $         90,000.00 $     90,000.00 $ 138 CURB RAMP MILL‐CHORRO (SW) C‐4.47 LS 1 26,000.00 $         26,000.00 $         38,450.00 $     38,450.00 $         75,000.00 $     75,000.00 $ 139 CURB RAMP MISSION‐CHORRO (NE) C‐4.20 LS 1 24,500.00 $         24,500.00 $         22,500.00 $     22,500.00 $         42,000.00 $     42,000.00 $ 140 CURB RAMP MISSION‐CHORRO (NW) C‐4.19 LS 1 26,000.00 $         26,000.00 $         23,180.00 $     23,180.00 $         45,000.00 $     45,000.00 $ 141 CURB RAMP MISSION‐CHORRO (SE) C‐4.21 LS 1 25,000.00 $         25,000.00 $         21,710.00 $     21,710.00 $         40,000.00 $     40,000.00 $ 142 CURB RAMP MISSION‐CHORRO (SW) C‐4.22 LS 1 25,000.00 $         25,000.00 $         28,680.00 $     28,680.00 $         53,000.00 $     53,000.00 $ 143 CURB RAMP MISSION BULBOUT C‐4.18 LS 1 20,000.00 $         20,000.00 $         28,280.00 $     28,280.00 $         76,000.00 $     76,000.00 $ 144 CURB RAMP MOUNTAIN VIEW‐CHORRO (NE) C‐4.30 LS 1 26,000.00 $         26,000.00 $         28,800.00 $     28,800.00 $         50,000.00 $     50,000.00 $ 145 CURB RAMP MOUNTAIN VIEW‐CHORRO (NW) C‐4.29 LS 1 23,000.00 $         23,000.00 $         23,410.00 $     23,410.00 $         42,000.00 $     42,000.00 $ 146 CURB RAMP MOUNTAIN VIEW‐CHORRO (SE) C‐4.31 LS 1 39,700.00 $         39,700.00 $         52,160.00 $     52,160.00 $         83,000.00 $     83,000.00 $ 147 CURB RAMP MOUNTAIN VIEW‐CHORRO (SW) C‐4.33 LS 1 24,000.00 $         24,000.00 $         24,610.00 $     24,610.00 $         43,000.00 $     43,000.00 $ 148 CURB RAMP MURRAY‐BROAD (E) C‐4.12 LS 1 22,500.00 $         22,500.00 $         21,270.00 $     21,270.00 $         45,000.00 $     45,000.00 $ 149 CURB RAMP MURRAY‐BROAD (N) C‐4.11 LS 1 20,700.00 $         20,700.00 $         19,040.00 $     19,040.00 $         42,000.00 $     42,000.00 $ 150 CURB RAMP MURRAY‐BROAD (S) C‐4.13 LS 1 20,000.00 $         20,000.00 $         19,990.00 $     19,990.00 $         40,000.00 $     40,000.00 $ 151 CURB RAMP MURRAY‐BROAD (W) C‐4.14 LS 1 20,400.00 $         20,400.00 $         18,200.00 $     18,200.00 $         39,000.00 $     39,000.00 $ 152 CURB RAMP PEACH‐CHORRO (SE) C‐4.43 LS 1 28,700.00 $         28,700.00 $         39,670.00 $     39,670.00 $         56,000.00 $     56,000.00 $ 153 CURB RAMP PEACH‐CHORRO (NW) C‐4.45 LS 1 28,700.00 $         28,700.00 $         37,050.00 $     37,050.00 $         56,000.00 $     56,000.00 $ 154 CURB RAMP PEACH‐CHORRO (SW) C‐4.44 LS 1 28,800.00 $         28,800.00 $         29,010.00 $     29,010.00 $         49,000.00 $     49,000.00 $ 155 CURB RAMP PEACH‐CHORRO (NE) C‐4.42 LS 1 30,500.00 $         30,500.00 $         38,320.00 $     38,320.00 $         51,000.00 $     51,000.00 $ 156 CURB RAMP RAMONA‐BROAD (E) C‐4.6 LS 1 20,250.00 $         20,250.00 $         20,170.00 $     20,170.00 $         40,000.00 $     40,000.00 $ 157 CURB RAMP RAMONA‐BROAD (W) C‐4.7 LS 1 33,700.00 $         33,700.00 $         45,450.00 $     45,450.00 $         83,000.00 $     83,000.00 $ 158 CURB RAMP RAMONA CROSSING C‐4.5 LS 1 23,000.00 $         23,000.00 $         37,770.00 $     37,770.00 $         87,000.00 $     87,000.00 $ 159 CURB RAMP VENABLE‐CHORRO (NE) C‐4.23 LS 1 22,000.00 $         22,000.00 $         20,940.00 $     20,940.00 $         44,000.00 $     44,000.00 $ 160 CURB RAMP WALNUT‐CHORRO (SE) C‐4.40 LS 1 44,200.00 $         44,200.00 $         116,370.00 $   116,370.00 $      110,000.00 $   110,000.00 $ 161 CURB RAMP WALNUT‐CHORRO (SE) C‐4.24 LS 1 22,000.00 $         22,000.00 $         23,940.00 $     23,940.00 $         44,000.00 $     44,000.00 $ 162 CURB RAMP WALNUT‐CHORRO (N) C‐4.38 LS 1 41,500.00 $         41,500.00 $         57,970.00 $     57,970.00 $         144,000.00 $   144,000.00 $ 163 ROUGH GRADING CUT (BIKE PATH) CY 300 99.00 $                 29,700.00 $         75.90 $             22,770.00 $         152.00 $          45,600.00 $ 164 ROUGH GRADING CUT (STORM WATER MITIGATION AREAS) CY 200 99.00 $                 19,800.00 $         38.00 $             7,600.00 $           155.00 $          31,000.00 $ 165 REMOVE EXISTING MANHOLE AND INSTALL (N) SEWER MANHOLE EA 1 53,0 $         53,000.00 00.00 $         13,550.00 $     13,550.00 $         25,000.00 $     25,000.00 $ 166 INSTALL COATING ON (N) SEWER MANHOLE EA 1 11,000.00 $         11,000.00 $         12,000.00 $     12,000.00 $         4,502.00 $       4,502.00 $ 167 REMOVE EXISTING CLEANOUT AND INSTALL (N) SEWER CLEANOUT EA 1 1, $           1,000.00 000.00 $           1,950.00 $       1,950.00 $           4,000.00 $       4,000.00 $ 168 REMOVE EXISTING 12" CMP AND INSTALL (N) 12" PVC STORMDRAIN LF 45 440.00 $               19,800.00 $         318.00 $          14,310.00 $         248.00 $          11,160.00 $ 169 ABANDON EXISTING SEWERLINE AND INSTALL (N) 6" HDPE SEWERLINE LF 275 305.00 $               83,875.00 $         280.00 $          77,000.00 $         109.00 $          29,975.00 $ 170 CONNECT TO EXISTING SDMH PER ENG. STD. 3540 EA 1 3,400.00 $           3,400.00 $           2,770.00 $       2,770.00 $           5,500.00 $       5,500.00 $ 171 CONNECT EXISTING SEWER LATERAL TO SEWER MAIN EA 4 1,000.00 $           4,000.00 $           4,900.00 $       19,600.00 $         5,000.00 $       20,000.00 $ 172 RE‐GRADE SEWER LATERAL BEYOND 6 FEET LF 10 275.00 $               2,750.00 $           210.00 $          2,100.00 $           150.00 $          1,500.00 $ 173 REMOVE EXISTING CONCRETE OUTLET STRUCTURE LS 1 3,200.00 $           3,200.00 $           1,680.00 $       1,680.00 $           8,000.00 $       8,000.00 $ 174 INSTALL (N) CATCH BASIN EA 1 15,600.00 $         15,600.00 $         25,150.00 $     25,150.00 $         11,500.00 $     11,500.00 $ 175 REMOVE AND REPLACE SIDEWALK SQFT 60 36.00 $                 2,160.00 $           40.90 $             2,454.00 $           300.00 $          18,000.00 $ 176 BYPASS PUMPING LS 1 39,000.00 $         39,000.00 $         2,900.00 $       2,900.00 $           30,000.00 $     30,000.00 $ 177 POTHOLING LS 1 14,700.00 $         14,700.00 $         12,850.00 $     12,850.00 $         20,000.00 $     20,000.00 $ $   6,076,938.80 5,959,996.50 $   7,650,000.00 $

City of San Luis Obispo, Public Works, 919 Palm Street, San Luis Obispo, CA, 93401-3218, 805.781.7200, slocity.org February 2, 2023
John Madonna
John Madonna Construction Co., Inc.

PO Box 5310,
San Luis Obispo, CA 93403
Subject: North Chorro Neighborhood Greenway, Specifications No. 1000036 On January 31, 2023 bids were opened for the North Chorro Neighborhood Greenway Project, Specification No. 1000036. Staff reviewed John Madonna Construction Co., Inc. (JMC) bid proposal and determined that the bid from JMC is non-responsive for the following reasons:

1. The percentage of work for the subcontractors listed on the List of Subcontractors accounted for 61.8% of the total base bid. Pursuant to Section 4100 of the Public Contracts Code subcontracting must not total more than 50% of the submitted bid.

2. References submitted in the bid proposal do not meet the minimum Contractor Qualifications stated within the Notice to Bidders. Specifically, the requirement for “one of the three reference projects must be for roadway maintenance by slurry sealing.” You have an opportunity to comment upon this determination. JMC may submit written material to the City explaining why its bid should be considered responsive no later than 5:00 PM, Friday, February 10, 2023. If submitted, the written materials will be evaluated and provided to the City Council for consideration. The City Council will make a decision and you will be notified of that decision.

Sincerely,
Jennifer Rice
Transportation Planner/Engineer III
Public Works
Transportation Planning/Engineering
919 Palm Street, San Luis Obispo, CA 93401-3218
Attachments:

JMC Bid

Item 6e
Department: Finance
Cost Center: 2002
For Agenda of: 3/7/2023
Placement: Consent
Estimated Time: N/A
FROM: Derek Johnson, City Manager
Prepared By: Emily Jackson, Finance Director
SUBJECT: APPROVE FY 2022-23 BUDGET AMENDMENT AND ONGOING BUDGET ALLOCATIONS FOR THE 2023-25 FINANCIAL PLAN

RECOMMENDATION
Adopt a Draft Resolution entitled, “A Resolution of the Council of the City of San Luis Obispo, California, approving an amendment to the adopted 2022-23 Budget Appropriations and the 2023-25 Financial Plan.”

POLICY CONTEXT
As set forth in the City Charter Section 804, the Council may amend or supplement the budget at any time after its adoption by a majority vote of the Council members.

DISCUSSION
Background
As part of the development of the 2021-2023 Financial Plan, the City allocated one-time budget to fund critical services in support of Major City Goal objectives. Staff created a list of one-time budget allocations that are essential and critical items that support operations and Major City Goal objectives (Attachment A – Exhibit A) and presented it to Council with the 2022-23 Mid Year Review on February 7, 2023. At the Goal Setting Workshop held on February 11, 2023 Council adopted the same four Major City Goals and took action to make this list of one-time items ongoing. This report and the attached resolution memorialize Council’s action.

Although the 2023-25 Financial Plan will not be adopted until June 2023, action to approve this resolution will convert the current contract positions into ongoing full-time equivalent positions immediately. The budget amounts listed in Exhibit A are subject to change slightly depending on incumbents that are currently in the positions; however, any changes will not have a significant impact on the General Fund.

Item 6e
Water Resources Position (1 FTE)
On November 15, 2022, and on February 7, 2022, Utilities Department staff provided the City Council with information related to the process for maximization of recycled water resources. During these presentations, staff indicated that additional resources would be required to complete work related to both short-term and long-term recycled water maximization. The current request is to add one additional FTE to the Water Fund in the Water Resources section. In addition to support for recycled water maximization, the position will also provide ongoing support to the section’s functions in the following areas:

1. Sustainable Groundwater Management Act (SGMA) compliance

2. Groundwater treatment and pumping improvements

3. In-City recycled water program expansion and management

4. New water conservation regulation compliance

5. Cross control connection program compliance

6. Potable reuse and groundwater recharge planning

7. Water loss regulation compliance
Previous Council or Advisory Body Action
February 7, 2023 – Staff asked Council to provide direction on whether the one-time budget allocations from the 2021-23 Financial Plan listed in Attachment A – Exhibit A should be considered as ongoing expense and included in the base budget for 2023-25.

Council directed to continue the discussion to the Council Goal Setting Workshop on February 11, 2023.

February 11, 2023 – Council provided the direction that the one-time budget allocations listed in Attachment – Exhibit A should be included in the base budget for the 2023-25 Financial Plan.

Public Engagement
Public comment on the item can be provided to the City Council through written correspondence prior to the meeting and through public testimony at the meeting. The Mid-Year Report has also been posted on the City’s website for public review.

CONCURRENCE
The City’s internal Financial Plan Steering Committee has met on multiple occasions and concurs with the recommendations included in this report.

ENVIRONMENTAL REVIEW
The California Environmental Quality Act (CEQA) does not apply to the recommended action in this report, because the action does not constitute a “Project” under CEQA Guidelines Sec. 15378.

Item 6e

FISCAL IMPACT
Budgeted: No Budget Year: 2023-25 Financial Plan
Funding Identified: Yes
Fiscal Analysis:

Funding
Sources
Total Budget
Available
Current
Funding
Request
Remaining
Balance
Annual
Ongoing
Cost
(Beginning in
FY 2023-24)
General Fund $ $ $ $1,822,586
State
Federal
Fees
Other: Water
Fund $ $ $ $98,027
Total $ $ $ $ 1,920,613
There is no fiscal impact in the current year because the proposed additional FTEs and other operating expenditure lines are already budgeted in FY 2022-23. Moving forward, these items will be included in the base budget for the 2023-25 Financial Plan. Based on the updated General Fund five-year forecast presented with the 2022-23 Mid-Year Report, there is sufficient budget to fund the items listed in Attachment A – Exhibit A on an ongoing basis and the $1.82 million budget assumption was included in the forecast.

The creation of a new position within the Water Resources section has been included in the Water Rate Analysis that is currently being conducted for the 2023-25 Financial Plan.

Ongoing fiscal impacts for the creation of this position will be funded by water rates and are estimated to equal $98,027 per year. The fiscal impact for the remainder of the 2022- 23 fiscal year amounts to $22,622, which will be funded through salary savings.

ALTERNATIVES
The Council could direct staff to not implement the proposed budget change recommendations. Should the adjustments not be approved, the budget will remain unchanged at the adopted budget levels. Staff does not recommend an unchanged budget due to changing needs of the community and the City organization. These ongoing resources are needed to meet identified Council and Community priorities.

ATTACHMENTS
A - Draft Resolution approving an amendment to the adopted 2022-23 Budget Appropriations and the 2023-25 Financial Plan.

R _____
RESOLUTION NO. _____ (2023 SERIES)

A RESOLUTION OF THE COUNCIL OF THE CITY OF SAN LUIS

OBISPO, CALIFORNIA, APPROVING BUDGET APPROPRIATIONS
WHEREAS, in accordance with San Luis Obispo Charter Section 802, the City Manager has submitted the 2021-23 Budget Supplement to the Council for review and consideration on June 7, 2022; and
WHEREAS, the Council appropriated the 2022-23 budget allocation including operating, debt service, and capital improvement plan budgets; and WHEREAS, in accordance with San Luis Obispo Charter Section 804, the Council may amend or supplement the budget at any time after its adoption by a majority vote of the Council members; and
WHEREAS, as part of the development of the 2021-2023 Financial Plan, the City allocated one-time budget to fund critical services in support of Major City Goal objectives; and
WHEREAS, staff presented a list (Exhibit A) of one-time budget allocations that are essential and critical items that support operations and Major City Goal objectives to Council with the 2022-23 Mid-Year Review on February 7, 2023; and WHEREAS, during the 2023-25 Goal Setting Workshop on February 11, 2023, Council directed staff to return with recommended council actions to include one-time budget allocations as ongoing and to include in the 2023-25 base budgets.

NOW, THEREFORE, BE IT RESOLVED, by the Council of the City of San Luis Obispo as follows:

SECTION 1. The budget allocations listed in Exhibit A will be included in the 2023- 25 Financial Plan as ongoing budget items.

SECTION 1. The budget allocation for an additional Water Resources position will be included in the 2023-25 Financial Plan.

Resolution No. ____ (2023 Series) Page 2
R _____
SECTION 2. The City will add nine Full-Time Equivalent (FTE) positions as a result of the budget appropriations listed in Exhibit A and the approval of a Water Resources Position.

Upon motion of ___________________, seconded by
_______________________, and on the following vote:

AYES:

NOES:

ABSENT:

The foregoing Resolution was adopted on the ____ day of ___________, 2023. ______________________________
Mayor Erica A. Stewart
ATTEST:

Teresa Purrington,
City Clerk
APPROVED:

J. Christine Dietrick,
City Attorney
IN WITNESS WHEREOF, I have hereunto set my hand and affixed the official seal of the City of San Luis Obispo, California, on ______________________. ________________________________
Teresa Purrington,
City Clerk

Exhibit A
R _____
Ongoing Budget Allocations to Include in the 2023-25 Financial Plan 1 Admin/IT
2 Arts, Culture and Community Partner Support $ 25,000
3 City 101/Community Academy $ 15,000
4 DEI Civic Spark Fellows $ 30,000
5 DEI High Impact Grants $ 150,000
6 ECOSLO partnership - SLO Stewards, Tree Planting & Maint., Green Business, Creek Clean Up $ 20,000
7 Sustainability & Natural Resources Analyst (1 FTE) $ 115,000 8 CDD
9 25% Expansion of 40 Prado HSC Beds - Proportion City share to County contribution $ 63,826 10 Housing/Homelessness Assistant (1 FTE) $ 86,000
11 Finance
12 MOTION Subject Matter Expert (Supplemental Staffing) $ 35,568 13 Fire
14 Fire Intern Program $ 23,257
15 Human Resources
16 Intern Funding $ 16,364
17 Classification and Compensation Support $ 43,500
18 Centre for Organization Effectiveness $ 40,000
19 Parks & Rec
20 Volunteer Coordinator (1 FTE) $ 102,000
21 Public Works
22 Increased Trash and Recycling Services in Public Spaces $ 165,000 23 Supplemental Street and Parklet Sweeping $ 250,000
24 Transportation Interns $ 31,071
25 Plant Material and Supplies for Parks Beautification Gardener $ 25,000 26 Contract Coordinator (1 FTE) $ 106,000
27 Police
28 Community Services Officers (4 FTE) $ 480,000
29 Total $ 1,822,586

City of San Luis Obispo, Council Memorandum
City of San Luis Obispo
Council Agenda Correspondence
DATE: March 6, 2023
TO: Mayor and Council
FROM: Rick Scott, Chief of Police
Brian Amoroso, Administrative Captain
VIA: Derek Johnson, City Manager
SUBJECT: ITEM 7A - INTRODUCE AN ORDINANCE AMENDING SECTIONS OF

THE MUNICIPAL CODE DESIGNEES OF THE POLICE CHIEF TO ISSUE

CITATIONS FOR ALL INFRACTION AND MISDEMEANOR VIOLATIONS Staff received the following questions, with staff’s response shown in italics:

1. In the Resolution, starting on page 339, I see what the language will be changed in the Ordinances, but I don’t see what it was before, anywhere in the staff report or resolution. Did we just add the title CSO or something like this to each of the separate codes?
The new Community Service Officer (CSO) program is an expansion and rebranding of our existing Field Service Technician program. As we grant broader authority to these civilian staff members, there are a few necessary updates required with this proposed change to the Municipal Code. We have changed the name of our civilian field staff from “Field Services Technician” to “Community Service Officer”. This change aligns the title of our employees to a more recognized standard in Law Enforcement for civilian field staff and is more reflective of the duties to be performed. All of the existing Municipal Code language was included as attachments, which are reflected on pages 353, 355 and 357 of the agenda packet.

2. Why did we say “including but not limited to”? Would you delegate this authority to other positions?
The City Attorney’s Office provided legal support on this item and created the new proposed Ordinance language. The Ordinance includes the language “including but not limited to” in order to provide options in the future should the Chief of Police need to designate some other civilian the same authority, or there is a name change again in the future to the CSO designation. Having this language in place would allow these changes without having to update the Municipal Code each time. This is consistent with the language already used in the Code to create our existing Parking Enforcement Officers and Traffic Control Officers.

Item 7a, Introduce an Ordinance (CSO Citation Authority) Page 2

3. So, these officers will generally not be responding to serious or dangerous calls and only issuing citations for infractions and misdemeanors, correct? Will they be able to write citations for serious offenses too? Even though that is not what I am understanding the main role to be?
The Police Department has had CSO’s (formerly FST’s) for many years now and is a time proven asset for public safety. They have handled a multitude of tasks, both in the field and administratively, that help free up Police Officer time to focus on higher priority calls for service. Police Departments nationwide have been challenged to look for innovative ways to address public safety challenges in the community. In terms of relationship building and low-level enforcement, CSO’s can be described as more approachable and focused on quality-of-life type issues by the nature of their roles. In addition, Law Enforcement is experiencing an unprecedented rate of Officer vacancies and a lack of qualified candidates. Expanding our CSO program to 6 allows the Department to respond quicker to low-risk calls, handle on-view violations as they occur, provide outreach and assistance to the community and act as a force multiplier to keep police officers available to respond to higher priority calls for service. All of these factors will improve the quality of life and sense of safety by more quickly handling these issues at the time they occur.

4. If yes to the last question, how can we ensure there is no “mission creep” and their role does not inadvertently expand?
The proposed Ordinance change authorizes the CSO’s to issue citations for violation of the Municipal Code. Expected violations include urination in public, possession of an open container of alcohol, smoking ordinance violations and other low-level issues. Serious offenses would fall under penal code violations, and would dictate an Police Officer response. There is no expectation that CSO’s will respond to a serious crime, other than as an extra set of eyes to assist responding police officers. By the very nature, serious calls for service have a high potential for violence and require a sworn Police Officer response to ensure the safety and security of the community, any suspected persons, and the officers. CSO’s will not be able to issue citations for serious offenses as that falls outside of their job description and scope of employment.

Item 7a
Department: Police
Cost Center: 8001
For Agenda of: 4/4/2023
Placement: Public Hearing
Estimated Time: 30 Minutes
FROM: Rick Scott, Police Chief
Prepared By: Brian Amoroso, Administrative Captain
SUBJECT: INTRODUCE AN ORDINANCE AMENDING SEVERAL SECTIONS OF

THE MUNICIPAL CODE TO AUTHORIZE DESIGNEES OF THE POLICE

CHIEF TO ISSUE CITATIONS FOR ALL INFRACTION AND

MISDEMEANOR VIOLATIONS OF THE MUNICIPAL CODE

RECOMMENDATION
Introduce an Ordinance entitled, “An Ordinance of the City Council of the City of San Luis Obispo, California, amending Title 1 “General Provisions”, Chapter 16 “Citation Procedure”, Section 1.16.060 “Code Enforcement Officer Designation Authority”; amending Title 10 “Vehicles and Traffic”, Chapter 10.08 “Administration”, Section

10.08.070 and Chapter 10.68 “Inoperative Vehicles”, Section 10.68.020; and amending Title 9 “Public Pease, Morals and Welfare” to add Chapter 9.60 “Enforcement” in order to authorize designees of the Police Chief, including Community Service Officers, to issue citations for all Infraction and Misdemeanor Violations of the Municipal Code and making a determination of exemption under the California Environmental Quality Act.”

POLICY CONTEXT
California Penal Code governs the authority related to the enforcement of city Municipal Codes and the authority of City Managers and Police Chiefs to designate civilians as enforcement officers to enforce municipal code violations. The Police Department has recently increased the staffing of Community Service Officers (CSOs) from two to six.

These CSOs will be utilized in the downtown core to improve safety and security. CSOs can currently issue citations for parking violations, but to be able to issue citations for any violation of the Municipal Code, minor changes need to be made consistent with broad authority provided to Code Enforcement Officers to enforce rules, laws and regulations.

These proposed ordinance changes comply with the direction set forth by the applicable sections of the California Penal Code.

California Penal Code section 836.5 PC (Attachment B)
California Penal Code section 853.3 PC (Attachment C)
California Penal Code section 853.6 PC (Attachment D)
Current San Luis Obispo Municipal Code Section 1.16.060 (Attachment E) Current San Luis Obispo Municipal Code Section 10.08.070 (Attachment F) Current San Luis Obispo Municipal Code Section 10.68.020 (Attachment G)

Item 7a

DISCUSSION
The San Luis Obispo Police Department has recently increased the number of civilian Community Service Officers (formerly Field Services Technicians) from two to six. These additional employees will respond to non-emergency calls for service and conduct proactive patrols and community outreach, primarily in the downtown corridor. Education and enforcement will be a function of their efforts, however, a review of the current Municipal Code by the City Attorney’s Office revealed added language was necessary to clearly authorize these employees to issue citations for violations using appropriation discretion depending on the type of crime being committed.

The following changes to the City of San Luis Obispo Municipal Code are recommended to authorize designated civilian employees to issue citations for any infraction or misdemeanor violation of the municipal code:

Amend Section 1.16.060 Code Enforcement Officer Designation Authority to read as follows:

The city administrative officer is empowered to designate public officers or employees of the city to exercise the powers authorized by Section 836.5(a) of the California Penal Code, including the issuance of citations for violation of the provisions of the municipal code pursuant to Sections 853.5 and 853.6 of the California Penal Code. The zoning enforcement officer and the chief building official shall be two of those employees so authorized. (Prior code § 1255). The police chief and such other persons the police chief shall designate as enforcing officers, including but not limited to police community service officers, shall also be employees so authorized.

Amend Section 9.60 Enforcement to read as follows:

In addition to any other provisions of this code charging persons with enforcement of specific provisions of this code, all adopted ordinances under this code, the violation of which are an infraction or a misdemeanor, shall be administered and enforced by the police chief or such other persons as they shall designate as enforcing officers, including but not limited to police community service officers.

Amend Section 10.08.070 Enforcement to read as follows:

All adopted state and city parking ordinances shall be administered and enforced by the police chief, the fire chief, and the director of public works department of the city, or such other persons as they shall designate as enforcing officers, including but not limited to police community service officers.