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 R. BURKE CORPORATION. (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
ROADWAY SEALING 2022, SPEC NO. 1000560
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 Item Unit of Estimated Item Price Total
No. SS(1) Description Measure Quantity (in figures) (in figures) 1 37 TYPE II SLURRY SEAL SQYD 530,563 $3.20 $1,697,801.60 2 37 PNEUMATIC TIRE ROLLER
COMPACTION LS 1 $11,500.00 $11,500.00
3 7, 12 TRAFFIC CONTROL PLAN AND
IMPLEMENTATION LS 1 $470,000.00 $470,000.00
4 13 STREET SWEEPING IN SLURRY
AREAS (1 DAY) LS 1 $107,700.00 $107,700.00
5 13 STREET SWEEPING IN SLURRY
AREAS (30 DAYS) LS 1 $55,600.00 $55,600.00
6 12 TEMPORARY STRIPING AND
PAVEMENT MARKINGS LS 1 $30,300.00 $30,300.00
7 15 BIKE LANE EDGE GRIND LF 5,315 $6.25 $33,218.75
8 15 CURB RAMP EDGE GRIND LS 1 $100,000.00 $100,000.00
Item Item Unit of Estimated Item Price Total
No. SS(1) Description Measure Quantity (in figures) (in figures) 9 73 TRAFFIC CIRCLE: CERRO
ROMAULDO AND PATRICIA LS 1 $10,000.00 $10,000.00
10 73 TRAFFIC CIRCLE: CERRO
ROMAULDO AND TASSAJARA LS 1 $21,100.00 $21,100.00
11 73 TRAFFIC CIRCLE: RAMONA AND LA
ENTRADA LS 1 $15,000.00 $15,000.00
12 73 BIKE RAMP: MADONNA AND
OCEANAIRE LS 1 $10,400.00 $10,400.00
13 15
REMOVE AND RE-INSTALL
EXISTING FLEX POSTS, CURB
STOPS, AND PLANTER BOXES
AROUND PARKLETS
LS 1 $15,200.00 $15,200.00
14 3 COMPLY WITH CALTRANS
ENCROACHMENT PERMIT LS 1 $1,650.00 $1,650.00
15 7 COMPLY WITH NIGHT WORK
PERMIT LS 1 $4,300.00 $4,300.00
16 86 MARSH AND SANTA ROSA SIGNAL
IMPROVEMENTS LS 1 $63,500.00 $63,500.00
17 20 TREE TRIMMING LS 1 $10,000.00 $10,000.00
18 73
REMOVE EXISTING AND INSTALL
NEW CROSSWALK PAVERS PER
ENG. STD. 7355
SQFT 800 $80.00 $64,000.00
19 84
WHITE/YELLOW PAVEMENT
MARKINGS/LEGENDS (ARROWS,
WORDS, SYMBOLS, ETC.)
SQFT 15,297 $7.00 $107,079.00
20 84 4" WHITE/YELLOW/BLUE LF 5,792 $3.50 $20,272.00
21 84 4" DOUBLE WHITE LF 302 $1.25 $377.50
22 84 6" DOUBLE WHITE LF 136 $1.75 $238.00
23 84 6" YELLOW LF 1,516 $1.00 $1,516.00
24 84 12" WHITE/YELLOW LF 17,468 $5.00 $87,340.00
25 84 24" WHITE/YELLOW LF 9,011 $9.25 $83,351.75
26 84 MODIFIED DETAIL 1 - SHEET C2 LF 3,500 $0.60 $2,100.00 27 84 DETAIL 2 LF 11,370 $1.00 $11,370.00
28 84 DETAIL 8 LF 207 $0.70 $144.90
29 84 DETAIL 9 LF 2,769 $1.00 $2,769.00
30 84 DETAIL 21 LF 20 $1.15 $23.00
31 84 DETAIL 22 LF 22,470 $2.30 $51,681.00
32 84 DETAIL 24 LF 349 $0.70 $244.30
33 84 DETAIL 27B LF 17,470 $0.60 $10,482.00
34 84 DETAIL 28 LF 368 $2.50 $920.00
Item Item Unit of Estimated Item Price Total
No. SS(1) Description Measure Quantity (in figures) (in figures) 35 84 DETAIL 29 LF 88 $4.75 $418.00
36 84 DETAIL 30 LF 43 $4.75 $204.25
37 84 DETAIL 32 LF 811 $4.75 $3,852.25
38 84 DETAIL 38 LF 3,083 $2.50 $7,707.50
39 84 DETAIL 39 LF 4,090 $1.00 $4,090.00
40 84 DETAIL 39A LF 1,144 $1.00 $1,144.00
41 84 DETAIL 40 LF 86 $4.75 $408.50
42 84 DETAIL 41 LF 57 $4.75 $270.75
43 84 4" DASHED YELLOW - 4' LINE
WITH 8' GAP - SHEET S4 LF 205 $6.00 $1,230.00
44 84 MODIFIED CALTRANS DETAIL 22 -
SHEET 42 LF 59 $6.00 $354.00
45 84
12" YELLOW STRIPE WITH
"COMMERCIAL LOADING ONLY" -
SHEET 43
LF 100 $11.50 $1,150.00
46 84 YELLOW BOT DOT, TYPE AY
MARKER - SHEET S57 EA 38 $58.00 $2,204.00
47 84 WHITE/BLUE PARKING "L" OR "T" EA 776 $58.00 $45,008.00 48 84 ADA ISA SYMBOL EA 34 $345.00 $11,730.00
49 84 BLUE/YELLOW/RED/WHITE CURB
PAINT LF 1,487 $3.45 $5,130.15
50 84 GREEN SEALMASTER COLOR SAFE
PAINT SQFT 13,968 $17.25 $240,948.00
51 84 GREENBACK CHEVRON EA 14 $520.00 $7,280.00
52 84 GREENBACK SHARROW EA 33 $920.00 $30,360.00
53 84 GREEN BIKE LANE MARKINGS
CASE 1 LF 1,141 $29.00 $33,089.00
54 84 GREEN BIKE LANE MARKINGS
CASE 2 LF 268 $87.00 $23,316.00
55 84 LEFT TURN BIKE BOX EA 12 $1,850.00 $22,200.00
56 84 BIKE BUFFER LF 7,261 $2.75 $19,967.75
57 84 BIKE BUFFER AT DRIVEWAY SQFT 5,183 $3.50 $18,140.50 58 84 ZICLA ZEBRA CYCLE TRACK LANE
SEPARATORS EA 53 $173.00 $9,169.00
59 82 CUSTOM CLASS IV BIKEWAY SIGN EA 5 $173.00 $865.00 60 82 NEIGHBORHOOD GREENWAY
SIGN (TYPE PER PLANS) EA 23 $173.00 $3,979.00
61 82
DIRECTIONAL PLAQUE (24"X6")
FOR GREENWAY (TYPE PER
PLANS)
EA 9 $173.00 $1,557.00
Item Item Unit of Estimated Item Price Total
No. SS(1) Description Measure Quantity (in figures) (in figures) 62 82 RETROREFLECTIVE SHEETING
FLAG - SHEET S32 EA 2 $29.00 $58.00
63 82 RIGHT TURN YIELD TO BIKE SIGN EA 11 $173.00 $1,903.00 64 82 R10-11 SIGN EA 2 $173.00 $346.00
65 82 R10-15 SIGN EA 1 $173.00 $173.00
66 82 R1-1 SIGN EA 13 $173.00 $2,249.00
67 82 R11-2 SIGN EA 1 $173.00 $173.00
68 82 R1-3P SIGN EA 6 $173.00 $1,038.00
69 82 R1-6 SIGN EA 10 $173.00 $1,730.00
70 82 R16-9P SIGN EA 1 $173.00 $173.00
71 82 R2-1 SIGN EA 5 $173.00 $865.00
72 82 R26 SIGN EA 2 $173.00 $346.00
73 82 R3-7 SIGN EA 1 $173.00 $173.00
74 82 R3-8 SIGN EA 2 $173.00 $346.00
75 82 R4-11 SIGN EA 5 $173.00 $865.00
76 82 R4-4 SIGN EA 2 $173.00 $346.00
77 82 R5-1 SIGN EA 2 $173.00 $346.00
78 82 R6-5P SIGN EA 11 $173.00 $1,903.00
79 82 R-81 SIGN EA 2 $173.00 $346.00
80 82 R8-3a SIGN EA 1 $173.00 $173.00
81 82 W17-1 SIGN EA 2 $173.00 $346.00
82 82 W84(CA) SIGN EA 34 $173.00 $5,882.00
83 82 NEW STREET NAME SIGN EA 4 $173.00 $692.00
84 82 R99C (CA) SIGN EA 20 $173.00 $3,460.00
85 82 FIRE HYDRANT BLUE MARKER EA 361 $12.00 $4,332.00
86 82 PEXCO CITY POST MODEL EAC,
18" WHITE WITH 3 YELLOW WRAP EA 9 $345.00 $3,105.00
87 82
PEXCO CITY POST MODEL EAC,
36" WHITE WITH 2 LIGHT GREY
WRAP
EA 33 $345.00 $11,385.00
88 82 REMOVE (E) SIGN POST BY
CORING AND PATCHING EA 2 $173.00 $346.00
89 82 INSTALL (N) 12' PUNCH POST EA 115 $288.00 $33,120.00 90 82 REMOVE (E) AND INSTALL (N) 14'
PUNCH POST EA 14 $288.00 $4,032.00
91 73 INSTALL NEW 48" WHEEL STOP
PER ENG. STD. 2260 EA 19 $135.00 $2,565.00
Item Item Unit of Estimated Item Price Total
No. SS(1) Description Measure Quantity (in figures) (in figures) 92 39 SPEED HUMP EA 34 $5,000.00 $170,000.00
93 39 SPEED TABLE EA 3 $13,000.00 $39,000.00
94 84 CONCRETE BIKE MEDIAN LF 833 $87.00 $72,471.00
95 77 RECTANGULAR CAST IRON PIPE
FOR CONCRETE BIKE MEDIAN EA 5 $650.00 $3,250.00
96 39 HMA SURFACE REPAIR DETAIL A,
SHEET C5 SQFT 13,121 $11.00 $144,331.00
97 39 6" AC PATCH REPAIR PER DETAIL
D, SHEET C5 SQFT 1,249 $17.00 $21,233.00
*98 15
ADJUST WATER VALVE TO
FINISHED SURFACE PER ENG. STD.
6040
EA 2 $1,500.00 $3,000.00
*99 15 ADJUST MANHOLE TO FINISHED
SURFACE PER ENG. STD. 6040 EA 2 $2,100.00 $4,200.00
*100 15 ADJUST AND RESET CENTERLINE
MONUMENT PER ENG. STD. 9020 EA 2 $1,700.00 $3,400.00
*101 39, 96 PAVING GRID ALLOWANCE PER
DETAIL B, SHEET C5 SQFT 100 $12.00 $1,200.00
*102 39,73
CONCRETE BASE REPAIR
ALLOWANCE PER DETAIL C, SHEET
C5
SQFT 100 $71.00 $7,100.00
Base Bid $4,148,953.45
103 7 TRAFFIC CONTROL PLAN AND
IMPLEMENTATION LS 1 $10,000.00 $10,000.00
104 77 POTHOLING LS 1 $4,500.00 $4,500.00
105 84 TEMPORARY STRIPING AND
PAVEMENT MARKINGS LS 1 $1,500.00 $1,500.00
106 14
COMPLY WITH MITIGATION
MEASURES AND
ARCHAEOLOGICAL MONITORING
PLAN
LS 1 $2,000.00 $2,000.00
107 73 N CURB RAMP: HIGUERA AND
NIPOMO LS 1 $100,000.00 $100,000.00
108 73 E CURB RAMP: HIGUERA AND
NIPOMO LS 1 $40,000.00 $40,000.00
109 86 HIGUERA AND NIPOMO SIGNAL
MODIFICATION LS 1 $79,000.00 $79,000.00
110 15 ADJUST STORMDRAIN MANHOLE
PER ENG. STD. 6040 EA 1 $2,200.00 $2,200.00
111 77 REMOVE EXISTING AND INSTALL
NEW 12" PVC STORMDRAIN LF 12 $265.00 $3,180.00
112 77 REMOVE EXISTING AND INSTALL
NEW 12" DIP STORMDRAIN LF 48 $330.00 $15,840.00
113 77 REMOVE EXISTING AND INSTALL
NEW STORMDRAIN CATCH BASIN EA 3 $10,600.00 $31,800.00
Item Item Unit of Estimated Item Price Total
No. SS(1) Description Measure Quantity (in figures) (in figures) 114 77
REMOVE EXISTING AND INSTALL
NEW CITY COMMUNICATION
MANHOLE PER ENG. STD. 9030
EA 1 $13,900.00 $13,900.00
115 77
CONNECT TO EXISTING
STORMDRAIN MANHOLE PER
ENG. STD. 3540
EA 1 $2,000.00 $2,000.00
116 77 REMOVE (E) SD JUNCTION BOX EA 1 $3,000.00 $3,000.00 Additive Alternative A $308,920.00
BID TOTAL: $ 4,457,873.45
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.
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 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.
ATTEST: CITY OF SAN LUIS OBISPO
A Municipal Corporation
___________________________________
Teresa Purrington, City Clerk
___________________________________
Erica A. Stewart, Mayor
ATTEST:
___________________________________
Teresa Purrington, City Clerk
APPROVED AS TO FORM
___________________________________
J. Christine Dietrick, City Attorney
CITY OF SAN LUIS OBISPO
________________________________
Erica A. Stewart, Mayor
CONTRACTOR:
R. Burke Corporation
________________________________
Robert E. Burke, President
________________________________
Kathryn A. Burke, Treasurer
Jack House
Roof and
Windows
Walk Railing
(1000075‐24)
South Street
Median
Landscaping
(1000037)
Active
Transportation
Plan
Implementation
(100502)
Parking Lot
Maintenance
(1000031)
Pedestrian and
Bicycle Pathway
Maintenance
(1000032)
Storm Drains
Annual Asset
Maintenance
Account (90742)
Sidewalk
Annual Asset
Maintenance
Account
(90849)
Water Valve
Cover
Adjustments
(91149)
Sewer
Maintenance
Hole Cover
Adjustments
(1000084)
General Fund SB1 Fund General Fund General Fund General Fund General Fund General Fund General Fund General Fund Water Fund Sewer Fund Base Bid Total $1,951,769 $1,490,459 $100,000 $214,525 $200,000 $35,000 $150,000 $0 $0 $3,000 $4,200 $4,148,953Additive Atl A Bid Total $108,920 $0 $0 $0 $0 $0 $0 $100,000 $100,000 $0 $0 $308,920Contingencies $763,827 $0 $0 $0 $0 $0 $0 $20,000 $20,000 $7,000 $5,800 $816,627 Total Construction Estimate $2,824,516 $1,490,459 $100,000 $214,525 $200,000 $35,000 $150,000 $120,000 $120,000 $10,000 $10,000 $5,274,500Construction Management $250,000 $250,000Materials Testing $25,000 $25,000Printing & Advertising $500 $500Total Project Estimate $3,100,016 $1,490,459 $100,000 $214,525 $200,000 $35,000 $150,000 $120,000 $120,000 $10,000 $10,000 $5,550,000 Available Project Balance $245,446 $440,582 $100,000 $214,525 $0 $180,578 $5,775 $300,225 $465,042 $0 $1,301 $1,953,474 FY 2022‐23 Additional Funding
on 7/1/2022 $1,425,000 $1,049,877 $200,000 $35,000 $150,000 $725,000 $250,000 $30,000 $25,000 $3,889,877 FY 2022‐23 Additional Funding
from Budget Supplement $1,585,000
Total Funding After 7/1/2022 $3,255,446 $1,490,459 $100,000 $214,525 $200,000 $215,578 $155,775 $1,025,225 $715,042 $30,000 $26,301 $7,428,351 Remaining Balance $155,430 $0 $0 $0 $0 $180,578 $5,775 $905,225 $595,042 $20,000 $16,301 $1,878,351 Street Reconstruction and
Resurfacing ‐ Annual Asset
Maintenance Account (90346)
ESTIMATED PROJECT COST BY FUNDING SOURCES
Roadway Sealing 2022, Specification No. 1000560
Project Total
Costs
Item 5i
Department: Administration
Cost Center: 1021
For Agenda of: 6/21/2022
Placement: Consent
Estimated Time: N/A
FROM: Greg Hermann, Deputy City Manager
Prepared By: Kevin Christian, Deputy City Clerk
SUBJECT: 2022 BIENNIAL REVIEW OF THE CITY’S CONFLICT OF INTEREST CODE
RECOMMENDATION
Direct the review of the City’s Conflict of Interest Code and the filing of a Biennial Notice with the City Clerk regarding such review, as required by the Political Reform Act.
DISCUSSION
The Political Reform Act of 1974 (the “Act”) requires every local government agency to adopt and maintain a Conflict-of-Interest Code. The primary effect of the code is to establish disclosure requirements for public officials, governmental employees, and consultants, concerning their personal financial interests, based on their level of decisionmaking for the agency. The Act requires each city to adopt a local conflict of interest code designating city positions not otherwise designated in the Act itself, that are involved in making or participating in the making of city decisions at all levels of city government. This disclosure is made through annual filing of a “Statement of Economic Interest” (Fair Political Practices Commission Form 700) as well as upon assuming or leaving an office.
To maintain this Conflict-of-Interest Code, the Act further requires that agencies review their code (Attachment A) biennially to determine if amendments are necessary.
Amendments may be necessary for the following:
• The addition, deletion, or modification of the specific types of investments, business positions, interests in real property, and sources of income which are reportable for the designated positions.
• Addition of, reclassification of, renaming of, or deletion of designated positions.
The Act provides that no later than July 1 of each even-numbered year, code-reviewing bodies shall direct the review of all agency codes under their jurisdiction and requires that the agency head, no later than October 1, shall file a statement regarding the results of that review. In the case of the City of San Luis Obispo, the City Council is the codereviewing body, the city is the (only) agency under their jurisdiction, and the agency head is the City Manager.
Item 5i
A preliminary determination has been made that amendments are necessary to be made to the current City Conflict-of-Interest Code1. Following Council direction to conduct the biennial review, a detailed review will be conducted with final recommendations presented to City Council by October.
Previous Council or Advisory Body Action
The City’s Conflict of Interest Code was last updated by adoption of Resolution 11163 on September 15, 2020, Item #6.
Policy Context
The Political Reform Act of 1974, Government Code Section 81000 requires all public agencies to adopt and maintain a Conflict-of-Interest Code. Additionally the Act requires agencies to regularly review and update their codes when change is necessitated by changed circumstances; requires the code-reviewing body to direct a biennial review no later than July 1 of each even-numbered year; requires that if a change in the Code is necessitated by this review, it must be submitted to the City Council for approval within ninety (90) days of the filing of the Local Agency Biennial Notice with the City Clerk; and requires that the agency head (City Manager), no later than October 1, shall file a statement regarding the results of that review. (Gov. Code §§ 82011(c), 87306, 87306.5.) Public Engagement
Per Brown Act public noticing rules, notice was given in the form of agenda posting for the meeting that this item is being considered.
CONCURRENCE
The City Attorney’s office is in concurrence with the recommendation.
ENVIRONMENTAL REVIEW
The California Environmental Quality Act does not apply to the recommended action in this report, because the action does not constitute a “Project” under CEQA Guidelines Sec. 15378.
FISCAL IMPACT
Budgeted: NA Budget Year: 2021-22
Funding Identified: NA
1 Resolution No. 11163 (2020 Series) amending the City of San Luis Obispo Conflict-of-Interest Code
Item 5i
Fiscal Analysis:
Funding
Sources
Total Budget
Available
Current
Funding
Request
Remaining
Balance
Annual
Ongoing
Cost
General Fund $ $ $ $
State
Federal
Fees
Other:
Total $ $ $ $ NA
Cost associated with this review and update are included in the City Clerk Department’s annual operating budget.
ALTERNATIVES
State law requires that direction be given to review the current City Conflict of Interest Code and therefore staff does not recommend an alternative.
City of San Luis Obispo, Council Memorandum
City of San Luis Obispo
Council Agenda Correspondence
DATE: June 21, 2022
TO: Mayor and Council
FROM: Matt Horn, Director of Public Works
Gaven Hussey, Parking Program Manager
VIA: Derek Johnson, City Manager
SUBJECT: ITEM 5j – CULTURAL ARTS DISTRICT PARKING STRUCTURE AND
PARKING STRUCTURE MAINTENANCE AND REHABILITATION
PROJECTS
The purpose of this Agenda Correspondence is to provide additional details and to answer questions provided from the City Council. The questions are below with staff’s response shown in italics:
1. Question: Does the Parking Fund currently have the additional funding that is being requested?
Response: Yes. The Parking Fund is budgeted in Fiscal Year 2022-23 to have $2.9M available in Unreserved Working Capital. Should the requested funding be approved, this would leave the Unreserved Working Capital at $1.5M available which the Fund has planned to use to address unforeseen costs associated with the Cultural Arts District Parking Structure.
2. Question: Why is the funding being requested that exceeds the estimated Total Project Estimate for Phase 1?
Response: Estimates provided in the staff report are based upon recent construction costs and include cost escalation from market volatility. Based upon these current estimates, staff projected a balance remaining after completion of Phase 1 construction work. This remaining balance is planned to be used to offset any additional Phase 1 cost increases from construction price fluctuation or will be carried forward to fund Phase 2 construction work.
3. Question: What is the status of the Heyd Adobe? Will the adobe be documented prior to demolition?
Response: On July 17, 2018, City Council reviewed and adopted the Final Environmental Impact Report (FEIR) for the parking structure and SLO Repertory Theatre (Resolution 10923 (2018 Series)). The FEIR included a statement of overriding considerations to remove two Contributing historic properties from the project site, including the Heyd Adobe located at 614 Monterey Street.
Parking Garage Phase 1A & 1 B Agenda Correspondence Page 2 On November 12, 2019, the City Council approved the rezone and General Plan amendment (Ordinance No. 1671 (2019 Series)) as well as the architectural design (Resolution No. 11059 (2019 Series)) for the new parking structure and the SLO Repertory Theatre. As a part of the November 12th approval, City Council directed staff to “immediately begin the process of advertising for a private partner to relocate the Heyd Adobe” and authorized “the City Manager to use his purchasing authority to incentivize a public/private partnership for the relocation of the Heyd Adobe” (November 12, 2019 Council Minutes). As such, the Council supported the expenditure of $100,000 toward the relocation of the Heyd Adobe.
Staff has undertaken extensive efforts toward outreach to advertise the relocation opportunity and funding available to assist with the relocation of the Heyd Adobe.
Advertising took place from April 2020 through January 2021. Below is a description of the various advertising forms:
a. Staff created a City website to communicate with the public about the opportunity to relocate the Heyd Adobe:
https://www.slocity.org/government/department-directory/communitydevelopment/historic-and-archeological-preservation/heyd-adobe. The website was regularly updated with any new information. b. Three advertisements were placed in the New Times over a period of 90 days on April 2, 2020, April 30, 2020, and May 28, 2020 notifying the public that the Heyd Adobe was available for relocation.
c. Staff worked with Richardson Properties (real estate company) to advertise the relocation of the Heyd Adobe in real estate magazines and websites.
Professional photos were used to create a full-page advertisement in “Homes and Land” May Edition and were also used in an online post on CIRCA Old Houses for one month. Richardson Properties staff gathered 160 contacts who were all contacted, provided additional information, and were directed to the City’s website where they could request to be added to the City’s Interested Parties List.
d. On May 14, 2020, the SLO Tribune published an article about the Heyd Adobe and the City’s search for someone to relocate and rehabilitate the house. e. In May 2020, Instagram account “#cheapoldhouses” (with million + followers) picked up (from CIRCA Old Houses) that the Heyd Adobe was available and featured the house on its account.
f. The national magazine, “This Old House,” published a full-page article about the Heyd Adobe in their September/October 2020 issue.
Parking Garage Phase 1A & 1 B Agenda Correspondence Page 3 These various methods of outreach and advertising garnered 44 interested parties.
In January 2021, staff created a questionnaire to assist in the selection of those interested parties that were most serious about relocating the Heyd Adobe. Those interested in relocating the house were emailed and requested to respond to a basic questionnaire regarding their plans for the Heyd Adobe. Only one questionnaire response was received from an interested party that requested to relocate the house to Long Beach, CA.
Staff has made a concerted effort to obtain a public/private partnership to relocate the Heyd Adobe and no feasible opportunities have materialized to date. The City Public Works Department is now ready to demolish the Heyd Adobe on the site.
The construction project timeline calls for the demolition of the Heyd adobe in August 2021 and then the other structures on the site will be demolished at a later date.
The Community Development Department is working on appropriate documentation for the demolition of the Heyd Adobe to keep the Palm/Nipomo Street Parking Structure and SLO Repertory Theatre project on schedule. Should you have any questions regarding this project and staff’s efforts to relocate the Heyd Adobe through a public/private partnership please contact Rachel Cohen at [email protected].
4. Question: The existing surface parking lot will be closed during the construction of the Cultural Arts District Parking Structure. What is the plan to address lost parking provided by this existing parking lot?
Response: Previously, Council members posed a question whether Broad Street should be temporarily transitioned into a one way with diagonal parking on the street to get more street parking during the construction of the Cultural Arts District Parking Structure. A one-way configuration of Broad Street was evaluated as part of the Mission Plaza Concept Plan alternatives. Circulation-wise, the one-way option with angled parking operated fine, although the other alternative (a two-way woonerf with pavers) was the preferred alternative selected. Generally angled parking can provide more parking on a roadway, However; even with one-way traffic it is necessary to maintain a 20’ clear fire access lane. To maintain fire access, angled parking can be provided on one side of the street but would require restricting parking on the other side resulting in a net increase in one to three parking spaces.
Lot 14, the site of the new Cultural Arts District Parking Structure, usage is roughly 40 vehicles using the parking lot during the academic year, with higher levels during holidays and long-weekends. To address parking needs during construction of the parking structure, customers will be directed to the 842 Parking Structure.
This parking structure can accommodate the displaced vehicle parking.
Item 5j
Department: Public Works
Cost Center: 5101
For Agenda of: 6/21/2022
Placement: Consent
Estimated Time: N/A
FROM: Matt Horn, Public Works Director
Prepared By: Brian Nelson, Deputy Public Works Director and City Engineer SUBJECT: CULTURAL ARTS DISTRICT PARKING STRUCTURE AND PARKING
STRUCTURE MAINTENANCE AND REHABILITATION PROJECTS
RECOMMENDATION
Cultural Arts District Parking Structure Recommendations:
1. Appropriate $1,387,900 of Parking Fund Unreserved Working Capital Balance to the Cultural Arts District Parking Structure Project as forecasted in the FY22/23 Budget Supplement; and,
2. Authorize advertisement of the Cultural Arts District Parking Structure Phase 1A:
Dry Utility Undergrounding project; and,
3. Authorize the City Manager to award the Phase 1A construction contract if within available project budget; and,
4. Authorize the City Engineer to execute PG&E and Telecom service fee and easement agreements including payment of service relocation fees if within available project budget; and,
5. Authorize advertisement of the Cultural Arts District Parking Structure Phase 1B:
Site Demolition and Grading project; and,
6. Authorize the City Manager to award the Phase 1B construction contract if within available project budget; and,
7. Authorize the City Engineer to issue contract change orders for Cultural Arts District Parking Structure Phase 1A, Phase 1B, and Phase 2 construction projects in excess of $200,000 if within available project budget; and,
8. Authorize the City Manager to advertise and award the Cultural Arts District Parking Structure Phase 2: Parking Structure Construction and Site Improvements upon Budget Appropriation; and,
9. Authorize advertisement of a Request for Proposals for Construction Management consultant services for the Cultural Arts District Parking Structure Phase 1A, 1B, and 2 projects in a form agreed on by the City Engineer and City Attorney; and,
10.Authorize the Public Works Director to enter into an agreement with the selected Construction Management firm; and,
11.Authorize the City Engineer to amend the Construction Management agreement within available project budget; and,
12.Authorize the City Engineer to amend Watry Design, Inc. contract if within available project budget; and,
Item 5j
Parking Structure Maintenance Projects Recommendations:
1. Authorize advertisement of the 842 & 919 Palm Parking Structure Maintenance Project; and,
2. Authorize advertisement of the 871 Marsh Parking Structure Maintenance Project; and,
3. Authorize the City Manager to award the above parking structure maintenance projects if within available budget; and,
4. Authorize the Finance Director to transfer funding between the parking structure maintenance project accounts as necessary to award the construction contracts; and,
5. Authorize the City Engineer to issue contract change orders for the Parking Structure Maintenance projects in excess of $200,000 if within available project budget.
REPORT-IN-BRIEF
The City has several parking structure Capital Improvement Projects in development, including the preparation for and construction of the new Cultural Arts District Parking Structure, as well as projects for maintenance work on the existing structures at 871 Marsh, 849 Palm, and 919 Palm.
The Cultural Arts District Parking Structure is separated into three construction contract phases. “Phase 1” projects are those funded through existing parking fund balance and include preliminary work such as utility relocations and site demolition, clearing and grading. “Phase 2” of the Cultural Arts District Parking Structure includes construction of the vertical structure, as well as site improvements. Phase 2 will be funded by debtfinancing, with a portion of parking fund revenues servicing the loan payments over the loan term. All Cultural Arts District Parking Structure projects have been designed to a 95% level and will be sequentially advertised for construction over the next 12 months.
The recommendations provided by staff for Council’s consideration are proposed now to minimize delay in project delivery.
In addition to the new structure, ongoing maintenance work for 871 Marsh, 849 Palm, and 919 Palm is necessary. A 2018 Parking Structure Capital Asset Management Plan (CAMP Report) identified parking structure maintenance projects necessary to repair deficiencies, improve aesthetics, and extend the useful life of the structures. These projects are ready for construction advertisement and will be awarded based within available funding.
DISCUSSION
Item 5j
Background
The Cultural Arts District Parking Structure (formerly referred to as the Palm Nipomo Structure)
In November 2019, Council approved construction of the Cultural Arts District Parking Structure project, previously identified as the Palm/Nipomo Parking Structure. In February 2020, Council authorized an increase in design funds to advance the project to a construction-ready status.
Through February 2020 when additional design funding was approved, Parking Fund revenues and expenditures were in-line with budget amounts. However, starting March 2020, the Covid-19 pandemic response closed most businesses in the downtown, resulting in significant revenue impacts during the remainder of FY19/20 and well into the 2021-23 Financial Plan period. Due to the uncertain economic conditions at the time, staff estimated a revenue shortfall of millions in June 2020 (now reports as over approximately $4 million). Fiscal impacts remained uncertain, including the duration of the pandemic and related long-term revenue impacts to the Parking Fund. As a result, at the time of the FY20/21 Budget Supplement in June 2020, Council approved staff’s recommendation to proceed with continuing project design to a construction ready status, but deferring start of construction to a point in time where Parking Fund revenues had recovered sufficiently to cover the fiscal impacts of the new parking structure. With adoption of the 2021-23 Financial Plan, Council created a Major City Goal (MCG) of construction of the Cultural Arts District Parking Structure in FY23/24.
Staff are on schedule to meet the 2021-23 MCG for project delivery and have separated the project into three construction contract phases as described below to achieve efficiencies in project delivery, reduce the likelihood of construction delays, and to maximize delivery scope within available budget resources. More information on financing elements of project delivery is provided in the Fiscal Impact section.
The Cultural Arts District Parking Structure Construction Project has been separated into the following phases:
1) Phase 1A Dry Utility Undergrounding
a) Scope: Removal and relocation of overhead PG&E and telecom facilities currently crossing the project site. This project will underground and relocate these utility services through Monterey and Broad, which will completely remove any utility services from interfering with Phase 1B. Addressing these conflicts as a first phase will minimize utility related schedule impacts to project delivery. See Attachment A for project plans.
b) Status: Project Design is 90% complete and final review phase has commenced. c) Schedule: Phase 1A expected to advertise for construction in Summer 2022, with construction work on this phase beginning Fall 2022.
Item 5j
2) Phase 1B Site Demolition and Grading
a) Scope: Following removal of site utility conflicts, Phase 1B will commence with demolition of existing site structures and surface parking lot, installation of subsurface drainage and storm drainage utilities, site shoring and retaining walls, and site grading in preparation for Phase 2. See Attachment B for project plans. b) Status: Project is at the 95% design completion level and is undergoing constructability review. Staff will be applying for building permits for Phase 1B in the Summer of 2022.
c) Schedule: Construction is scheduled to begin Spring 2023. 3) Phase 2 Parking Structure Construction and Site Improvements a) Scope: Vertical construction of the parking structure, including on-site improvements and offsite street improvements and associated utility connections. b) Status: Structure design is at 95% design completion level and is undergoing constructability review. Staff will be applying for building permits in the Summer of 2022.
c) Schedule: Construction scheduled to begin Fall 2023 immediately following completion of Phase 1B Site Clearing and Demolition. Debt financing process for Phase 2 construction will begin in Fall 2022 and is expected to take approximately 6-months.
Figure 1 below provides a Gantt style delivery schedule for additional clarification:
Figure 1: Cultural Arts District Parking Structure Delivery Phasing Schedule and Next Steps Design and Construction Management Services Contracts
With design nearing completion for the three Structure Construction contract phases, staff will be transitioning to advertisement and award of each of the project phases. This has necessitated an extension of the design contract for design/construction oversight and design support to address construction submittals, review contractor Requests for Information, and address change orders and potential construction issues as they arise.
Additionally, with the extended pause on project final design during the Covid-19 pandemic, as well as a new California Building Code update that required design changes for code compliance and project design and fee increases due to extension of the project construction through FY25/26, staff anticipate additional fees for the design contract with Watry Design, Inc. The recommendations of this report provide the City Engineer the ability to amend the scope of the design contract for ongoing work, within the budget.
CADPS Phase Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Phase 1A: Dry Utility Undergrounding
Phase 1B: Site Demolition & Grading
Phase 2 Debt Financing Process $ $ $
Phase 2: Vertical Con. & Site Improvements.
Note: Fiscal Years begin July 1st. For example Q1 FY22/23 Begins July 1st, 2022.
Phasing Legend
Final Design and Building Permits
Advertisement and Award of Contract
Construction
FY25/26
Project Delivery Timeline
FY22/23 FY23/24 FY24/25
Item 5j
With the complexity and duration of project construction, internal staff resources are not available to oversee the management of the construction contractor nor the inspection of the project during the work. Staff will be releasing a Request for Proposals seeking Construction Management (CM) and Inspection services (Attachment C) and anticipate receiving proposals from highly qualified firms with experience in similar projects, as well as firms with sufficient staff resources and redundancy to ensure appropriate levels of contractor oversight, inspection, and materials testing. CM contract work will also include oversight for compliance with the CEQA mitigation measures outlined in the Environmental Impact Report adopted for the project, which includes, but is not limited to, environmental monitoring for archeological and paleontological resources that may be exposed during excavation for the project. Contract oversight will also include provisions (once fully developed) for oversight of the Community Workforce Agreement for the project through a Community Workforce Coordinator. Staff expect to award the CM contract for the initial construction phases and amend the agreement as the City enters each subsequent contract phase.
Basis for Cultural Arts District Parking Structure Recommendations The recommendations of this report will further assist staff with maintaining administrative progress on the project as each phase reaches construction status. Through authorization of advertisement of all project phases with this report, staff will have additional flexibility to advertise each phase of the project as soon as the designs are completed and building permits are received, reducing potential for delay and resultant cost increases. Delegation of authority to enter and amend contract agreements outlined in the recommendation will further permit timely award and construction start. All delegated authority is within prior approved budget limits and staff would return to Council if any additional project budget were required for the contract awards. Furthermore, staff expect to return to Council for approval of the debt financing appropriation. Lastly, Staff committed to return to the City Council in Winter/Spring 2023 to discuss Parking and Access Strategies to align parking pricing, access, mobility options, etc. with the City’s vision, goals and objectives.
Parking Structure Maintenance Projects
The City’s parking structures vary in age with the oldest being the 842 Palm Street parking structure constructed in 1988. The 871 Marsh Street Parking Structure was subsequently constructed in 1990, expanded in 2002, and the 919 Palm Street Structure was built in 2006. Since the initial construction of each building, only minor maintenance projects have been completed. Due to the age of the structures, a more rigorous maintenance assessment was necessary to develop a longer-term maintenance and repair strategy. In 2018, the city completed a Parking Structure Capital Asset Management Plan (CAMP Report) that identified structure maintenance projects necessary to repair deficiencies, improve aesthetics, and extend the useful life of the structures. In general, the CAMP report assessed the structures to be in “Fair” condition with isolated elements in “Poor” or “Failed” condition. Typical maintenance items identified include concrete cracking and spalls, deterioration of concrete joint sealants, loose barrier cables, and cracked or broken CMU blocks.
Item 5j
Upon completion of the CAMP Report, CIP projects were created with the 2019-21 Financial Plan to begin funding CIP projects for design and construction of the repairs.
Based upon the recommendations of the CAMP Report, the repairs were categorized into High, Medium, and Low priorities with High and Medium repairs including maintenance of safety elements and structural issues, and medium priority items including sealing of cracks and structural waterproofing. Low priority items were primarily aesthetic in nature and did not directly impact the service lives of the building, therefore, the initial maintenance projects include deferred maintenance work that will have the largest impact on extending the service life of each structure.
In 2020, staff-initiated design contracts for the capital projects and separated them into two distinct projects, with one capital project for the maintenance of the Marsh Street structure (“871 Marsh Parking Structure Maintenance Project”) (Attachment D) and one capital project for the maintenance of both Palm Street structures (“842 & 919 Palm Parking Structure Maintenance Projects”) (Attachment E). Staff are requesting authorization to advertise the projects and award within available project budget, providing the Finance Director authorization to utilize the total available budget among the three project accounts to award each contract.
Previous Council or Advisory Body Action
Council has taken the following actions related to the Cultural Arts District Parking Structure:
1. On December 9, 2009, Council approved solicitation of a Request for Proposals (RFP) for the project as part of Specification No. 90435.
2. On July 19, 2010, after a full proposal review and approval process, Watry and the City executed a design services contract for the project.
3. On September 9, 2016, Council approved a contract with Watry for the preparation of an EIR for the Project and additional design services (Attachment C).
4. On July 17, 2018, Council adopted and certified the Environmental Impact Report (EIR) for the Project.
5. On December 4, 2018, City Council authorized the Mayor to sign an Exclusive Negotiating Agreement (ENA) with the SLO REP Theatre in a final form acceptable to the City Attorney for long-term use of a portion of the Project site to construct and operate a new theatre, based on parameters set forth by City Council.
6. On February 5, 2019, City Council authorized City Staff to execute a sole source contract amendment with Watry to complete the preparation of construction documents for the parking structure.
7. Project design concepts and environmental review were evaluated by various City advisory bodies and on November 12, 2019, Council adopted a resolution approving the project including rezoning the property for the proposed uses.
8. On February 18, 2020 Council authorized an increase in design funding for the Cultural Arts District Parking Structure (at that time called the Palm-Nipomo
Item 5j
Parking Structure).
9. On June 7, 2022 Council adopted a resolution approving the Fiscal Year 2022- 23 Budget, which included a new Parking rate structure and an appropriation of $700,000 from the Infrastructure Investment Fund to the Parking Fund.
Regarding the parking structure maintenance and rehabilitation projects, Council has not taken any prior action with the exception of programing these projects in the Capital Improvement Plan.
Policy Context
At the April 19, 2022 meeting, Council directed staff to execute a Community Workforce Agreement for the Cultural Arts District Parking Structure (Phase 2 only), the Prado Road Interchange, and the Public Safety Center Projects. Staff are currently collaborating with the Tri-Counties Building and Construction Trades Council to formalize terms of a negotiated agreement in alignment with the Council established negotiating objectives, which include 1) a 60% local worker participation goal, and 2) exclusion of prevailing wage services provided through professional services agreements. The final CWA agreement if negotiations are completed by mid July as directed by Council, will be incorporated into the construction contract documents and the Construction Management scope of work will include oversite and enforcement of the CWA through a Community Workforce Coordinator as subconsultant to the primary Construction Management consultant.
Per the May 17, 2022 Purchasing Policy Update Council approval is required for Public Projects that cost over $200,000, and for Consultant Services that cost over $150,000.
In addition, Council approval is also required for construction contract change orders in excess of $200,000 and cumulative amendments to professional services agreements exceeding $150,000.
Public Engagement
Public engagement for the Cultural Arts District Parking Structure was completed during the initial project development stages and the project entitlements process, culminating in final Council approvals in November 2019. Staff will be contracting with an on-call public relations firm to develop a communications plan to inform the public about the upcoming project construction as well as to convey schedule and construction impacts of the project during the construction phase.
Public engagement for the existing parking structure maintenance projects was completed during the initial identification of this project for inclusion in the 2017-19 Financial Plan.
CONCURRENCE
The Public Works, Finance, and Administration departments concur with the recommendations of this report.
ENVIRONMENTAL REVIEW
Item 5j
Environmental review for the Cultural Arts District Parking Structure is complete. A Final Environmental Impact Report (FEIR) for the Project was approved and certified by the City Council on July 17, 2018 and furnished to the State Clearinghouse.
The Parking Structure Maintenance Projects are exempt from environmental review under Section 15301 Class 1 (existing facilities) of the California Environmental Quality Act (CEQA) Guidelines because the projects propose to maintain existing facilities. The parking structure maintenance projects are consistent with the applicable general plan policies as well as with applicable City Regulations.
FISCAL IMPACT
Budgeted: Yes Budget Year: 2021-22
Funding Identified: Yes
Fiscal Analysis:
Cultural Arts District Parking Structure
Funding Sources
Total Budget
Available
Current
Funding
Request
Remaining
Balance
Annual
Ongoing Cost
General Fund $ $ $ $
State
Federal
Fees
Other: Parking Fund $830,000
Total $830,000 $ $ $
Item 5j
The Cultural Arts District Parking Structure account (90435) has a current available budget of $830,000 to support project expenses. On July 1st, the project will receive an additional appropriation of $5,582,000 per the 2022-23 Supplemental Budget approved on June 7, 2022.
Based upon the Parking Fund Capital Improvement Program Budget Summary in the FY22/23 Budget Supplement1, Phase 1 work is forecasted to cost $6,969,000. This is a cost increase from prior estimates and is a result of abnormal increases in construction costs, primarily occurring over the last calendar year, due to supply chain and market labor shortages. Current benchmark indices for construction cost, such as the California Construction Cost Index, indicate year-over-year construction cost increases of approximately 25%.
At this time, staff recommend appropriation of $1,387,900 in Parking Fund Unreserved Working Capital Balance to offset the estimated increases in cost of Phase 1 (Attachment F). This additional funding amount has been accounted for in the Parking Fund LongTerm Forecast in the FY22/23 Budget Supplement2 . Market factors continue to be
unpredictable and actual costs will only be known once the City receives bids for the contract work.
1 Budget Document Pg. 57, Section 4: Parking Fund, “Capital Improvement Program Budget Summary”, Row 7
2 Budget Document Pg. 60, Section 4: Parking Fund, Table P11: Parking Fund Five Year Forecast, Row
30. There is a remaining unreserved Working Capital Fund Balance of $2,928,938 per Table P11, Row 64 Phase 1A: Dry
Utility
Undergrounding
Phase 1B: Site
Demolition and
Grading
Phase 2: Parking
Structure
Construction and Site
Improvements
Estimated Costs Parking Fund Debt
Financing
Construction Estimate $500,000 $5,401,269 $38,718,901 $44,620,170 Construction Contingencies $60,000 $395,731 $4,346,268 $4,801,999 Total Construction Estimate $560,000 $5,797,000 $43,065,169 $49,422,169 Design Adminstration and Support $50,000 $150,000 $200,000 Construction Management/Inspection/Testing $360,000 $2,950,000 $3,310,000 PG&E Undergrounding Costs $166,000
Printing & Advertising $500 $500 $1,000
Public Relations $35,000 $75,000 $110,000
Total Project Estimate $726,500 $6,242,500 $46,240,169 $53,050,000 Available Project Balance
Additional Funding on 7/1/2022
Additional Funding Appropriation
Total Funding Available after 7/1/2022
Projected Remaining Balance
Phase 2 Debt Financing N/A N/A $46,240,169
Total Project Budget $46,240,169 $53,300,000
Project Total Costs
ESTIMATED PROJECT COST BY PHASE AND FUNDING
Cultural Arts District Parking Structure, Specification No. 90435 Parking Fund
$6,969,000
$5,582,000
$7,799,900
$830,900
$830,000
$1,387,900
Item 5j
Phase 1A and 1B of the Cultural Arts District Parking Structure will be paid for entirely with existing Parking Fund balance. Phase 2 of the project will debt financed. The process of providing debt proceeds from the issuance of bonds takes approximately 6-months and will begin in Q2 of FY 22/23 after construction bids are received on Phase 1B.
On June 7, 2022 Council adopted a resolution approving the Fiscal Year 2022-23 Budget, which included appropriations for ongoing Parking Fund Capital Projects including the Cultural Arts District Parking Structure. Additionally, Council adopted a resolution establishing a new parking rate structure that would meet the debt service obligations for construction of Phase 2 of the Cultural Arts District Parking Structure while maintaining a balanced Parking Fund. Council’s adoption of the new rates structure included a modification to maintain first hour free parking in the structures through June 30, 2023.
The reduced revenues from the rate deferral was offset by Council’s direction to appropriate $700,000 from the Infrastructure Investment Fund to the Parking Fund.
Parking Structure Maintenance Projects
Funding
Sources
Total Budget
Available
Current
Funding
Request
Remaining
Balance
Annual
Ongoing
Cost
General Fund $ $ $ $
State
Federal
Fees
Other: Parking
Fund
$3,265,550
Total $3,265,550 $ $ $
Item 5j
Parking structure maintenance CIPs were originally funded with the 2019-21 Financial Plan. Funding was distributed to three separate accounts (Spec 1000049, 1000050, and 1000051). Beginning with FY22/23, total available funding will be $3,265,550 to support all parking structure maintenance work. Since the structure maintenance requirements for each garage are unique and dependent largely on age and size of the facility, all three CIP project accounts are intended to support completion of the maintenance work. Based upon estimates provided by design consultants, current total available funding of $3.26M is sufficient to support maintenance in the Palm Structures. Final design for the Marsh Street structure maintenance work is underway and the remaining balance of $1.54 million will be utilized for construction of highest priority maintenance work in the structure. 842 & 919 Palm Parking
Structure Maintenance
Project
Estimated Costs Spec. 1000049, 1000050,
1000051
Parking Fund
Construction Estimate $1,500,000 $1,500,000
Construction Contingencies (12%) $180,000 $180,000
Total Construction Estimate $1,680,000 $1,680,000
Design Adminstration and Support $20,000 $20,000
Testing $5,000 $5,000
Printing & Advertising $500 $500
Public Relations $10,000 $10,000
Total Project Estimate $1,715,500 $1,720,000
Available Project Balance (Spec. 1000049) $1,072,380
FY22/23 Additional Funding (Spec. 1000049) $400,000
Available Project Balance (Spec. 1000050) $1,011,865
FY22/23 Additional Funding (Spec. 1000050) $400,000
Available Project Balance (Spec. 1000051) $281,302
FY22/23 Additional Funding (Spec. 1000051) $100,000
Total Funding Available after 7/1/2022 $3,265,547 $3,265,547 Total Budget Remaining $1,550,047 $1,545,547
ESTIMATED PROJECT COSTS
Parking Structure Maintenance Projects
Project Total Costs
Item 5j
ALTERNATIVES
1. Deny Authorization to Advertise Listed Projects. This alternative is not recommended by staff because authorizing advertisement now provides more flexibility and expediency to advertise and award parking structure projects as plans are finalized and building permits received. Delaying authorization to advertise and project award could create schedule delays in the project and increase construction costs.
2. Deny Delegated Award Authority. This alternative is not recommended by staff because delegated award authority provides more flexibility and expediency for staff to manage the associated construction contracts and to minimize project delay. If additional funding is necessary to award contracts, staff will return to Council for approval.
ATTACHMENTS
A – Cultural Arts District Parking Structure Phase 1A Plans B – Cultural Arts District Parking Structure Phase 1B Plans C – Draft RFP for Construction Management Services
D – 871 Marsh Parking Structure Maintenance Plans and Specifications E – 842 & 919 Palm Parking Structure Maintenance Plans and Specifications F – Draft Resolution Amending FY 21-22 Budget Allocation
Reference Documents:
City Standard Specifications - August 2020 EditionCity Engineering Standards - August 2020 Edition
1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR
PERMITTEE TO CONTACT "UNDERGROUND SERVICE ALERT OF
NORTHERN CALIFORNIA" BY PHONE AT 8-1-1 FORTY-EIGHT (48)
HOURS PRIOR TO START OF CONSTRUCTION FOR LOCATION OFPOWER, TELEPHONE, OIL AND NATURAL GAS UNDERGROUND FACILITIES. CONTRACTOR OR PERMITTEE SHALL ALSO
CONTACT THE APPROPRIATE AGENCY FOR THE LOCATION OFCABLE T.V., WATER, SEWER, DRAINAGE OR UNDERGROUND FACILITIES.
2. THE CONTRACTOR SHALL POSSESS A CLASS C-10 LICENSE AT THE TIME OF BID OPENING.
index to plans
sheet no. description
general notes:
san luis obispo county, california
scope of work:
Cultural Arts District Parking
Structure - Phase 1A
Dry Utility Undergrounding
1 VICINITY MAP, GENERAL NOTES
2 GENERAL NOTES, VICINITY MAP
3 DRY UTILITY PLAN
4 ELECTRICAL DETAILS
APPROVED BY
SPECIFICATION NO. DATE
of
SHEET
Brian Nelson, City Engineer R.C.E. C79870 Approved Date 4 June 2022 90435-1A FILE NO./LOCATION 1
PROJECT
LOCATION
1. New dry utility service conduits to serve existing building to remain along the Broad, Nipomo, Monterey block.
2. Trenching in existing right of ways, new pull boxes, transormer pad, and pole riser sweeps.
3. Utility providers to disconnect existing services, remove unused cables, supply new service cables, and make all final terminations as necessary. location map
OTTO ELECTRICAL, INC.
SAN LUIS OBISPO, CA
[email protected]
805.459.4329
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION Cultural Arts District Parking Structure - Phase 1A
Dry Utility Undergrounding
GOGO
BNBN
PER PLANS
JUNE 2022
90435-1A
4 Know what's below.
Call before you dig.
R
2 GENERAL NOTES, VICINITY MAP
PROJECT
LOCATION
GENERAL NOTES
1. CODE COMPLIANCE: ALL WORK SHALL CONFORM TO AND BE PERFORMED IN ACCORDANCE WITH CODES, STANDARDS, AND
ORDINANCES AS SET FORTH BY THE AUTHORITIES HAVING JURISDICTION AND THEIR LATEST ADOPTED EDITIONS (IN EFFECT AT TIME OF BUILDING PERMIT APPLICATION) OF THE FOLLOWING PUBLICATIONS:
A. CALIFORNIA CODE OF REGULATIONS TITLE 24; INCLUDES 2019 CALIFORNIA ELECTRICAL CODE, 2019 CALIFORNIA FIRE CODE, 2019 CALIFORNIA BUILDING CODE, ETC. WITH LOCAL AMENDMENTS AS APPLICABLE.
B. AMERICANS WITH DISABILITIES ACT (ADA).
2. SAFETY: THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO MAINTAIN ALL EQUIPMENT IN A SAFE AND RESPONSIBLE MANNER.
KEEP DEAD FRONT EQUIPMENT IN PLACE WHILE EQUIPMENT IS ENERGIZED. CONDUCT ALL CONSTRUCTION OPERATIONS IN A SAFE MANNER FOR EMPLOYEES AS WELL AS OTHER WORKPERSONS OR ANYONE VISITING THE JOB SITE. PROVIDE BARRIERS, FLAGS, TAPE, ETC. AS REQUIRED FOR SAFETY. THE CONTRACTOR SHALL HOLD ALL PARTIES HARMLESS OF NEGLIGENT SAFETY PRACTICES, WHICH MAY CAUSE INJURY TO OTHERS ON OR NEAR THE JOB SITE.
3. LABEL PANELS, CABINETS, BACKBOARDS, MAIN DEVICES, SAFETY SWITCHES, CONTACTORS AND OTHER SPECIFICALLY DESIGNATED EQUIPMENT SHOWN ON PLANS. USE ENGRAVED LAMINATED PLASTIC NAMEPLATES ATTACHED BY SCREWS ORRIVETS. FOR FEEDERS, NEATLY AND INDELIBLY LABEL CONDUIT DESTINATIONS ON BOTH VISIBLE ENDS OF CONDUIT RUNS
WHERE CONDUITS TERMINATE AT DESIGNATED ENCLOSURES, STRUCTURES OR EQUIPMENT (INCLUDING PULL AND SPLICE BOXES).
GENERAL SITE PLAN NOTES
A. ALL UTILITY WORK AND COORDINATION SHALL BE INSTALLED PER THE UTILITY COMPANY ISSUED CONSTRUCTION DRAWINGS AND SPECIFICATIONS SPECIFIC TO THIS PROJECT. ANY UTILITY WORK PERFORMED WITHOUT PRIOR UTILITY COMPANYAPPROVAL SHALL BE DONE AT THE CONTRACTOR'S RISK. PG&E APPLICATIONS HAVE BEEN INITIATED BY ENGINEER:
PG&E ELECTRIC & GAS SERVICE REQUIREMENTS - GREENBOOK 2020-2021 051122 - CLEARANCES AND LOCATION REQUIREMENTS FOR ENCLOSURES, PADS, AND UNDERGROUND EQUIPMENT.062288 - UNDERGROUND CONDUIT.
NOTIFICATION NUMBER: 11839790PM NUMBER: 35323721
B. UTILITY COMPANY CONTACTS: BEFORE CONSTRUCTION, COORDINATE & VERIFY ALL UTILITY COMPANY REQUIREMENTS:
PG&E - JUSTIN MCDONALD, [email protected], 805.546.1271 C. TRENCHING AND BACKFILLING FOR ALL CONDUIT SYSTEMS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ALL CONDUITS SHALL HAVE MINIMUM COVER REQUIREMENTS AS SPECIFIED IN CEC 300-5 AND PER CITY STANDARDS. MORE STRINGENT DEPTH REQUIREMENTS MAY BE IMPOSED BY UTILITY COMPANY AND / OR THIS SPECIFICATION. JOINT TRENCHING MAY BE UTILIZED WHERE PRACTICABLE AND WHERE PERMITTED BY THIS SPECIFICATION.
D. LOCATIONS OF EXISTING UNDERGROUND (UG) UTILITY SYSTEMS SHALL BE DETERMINED BY CALLING UNDERGROUND SERVICE ALERT (USA). WHEN PLANNING UNDERGROUND WORK, AND BEFORE YOU DIG, CONTACT UNDERGROUND SERVICE ALERT (USA)AT LEAST 48 HOURS PRIOR TO EXCAVATION (WEEKENDS EXCLUDED) FOR THE LOCATION OF UNDERGROUND GAS AND ELECTRIC LINES OR EQUIPMENT.
E. MAINTAIN REQUIRED CLEARANCES FROM ALL SANITARY SEWER, WATER AND STORM DRAIN PIPING PER CITY STANDARD 6010.F. ALL SITE UTILITY WORK SHALL BE INSTALLED PER THE UTILITY COMPANY ISSUED CONSTRUCTION DRAWINGS AND SPECIFICATIONS SPECIFIC TO THIS PROJECT. ANY UTILITY WORK PERFORMED WITHOUT PRIOR UTILITY COMPANY APPROVALSHALL BE DONE AT THE CONTRACTOR'S RISK.
VICINITY MAP
NOT IN CONTRACTON CENTERNOT TO SCALENORMAL POWER FACTORNORMALLY OPENNIGHT LIGHTMAIN CIRCUIT BREAKERMAIN FUSIBLE SWITCHLOW VOLTAGELOW PRESSURE SODIUMMAXIMUM OCPMINIMUM CKT AMPSLOCKED ROTOR AMPSQUANTITY 1000MAIN CATV TERMINAL CABINETMANUAL TRANSFER SWITCHNATIONAL ELECTRICAL CODELIFE SAFETY BRANCHMAIN TELEPHONE TERMINAL CABINETNEUTRAL (GROUNDED CONDUCTOR)NAT'L ELEC MANUFACTURER'S ASSOCNORMALLY CLOSEDMICROWAVEMAIN TELEPHONE TERMINAL BOARDMAIN SWITCHBOARDMAIN LUGS ONLYMOUNTING HEIGHTMETAL HALIDEMANUFACTURERMECHANICALMAIN CATV TERMINAL BOARDMECHANICAL CONTRACTORLIGHTING CONTACTOR
KILOVOLTAMPS
NEMA 3RMOUNTLIGHTINGLIGHTKILOWATT
(F) FUTURE NPFFAF-#
FIRE ALARMFURNACE
OCNTS
CURRENT TRANSFORMERCALIFORNIA SFMCONDUIT, CONDUCTORCONDUIT ONLY (W/PULLROPE)CRITICAL BRANCHCOPPERCONDENSING UNITCONTRACTORCIRCUITCENTER LINE
EMES(EXR)EXT(EXN)FEMBEQUIP'TEMERGEOL
EC-#ELEMELECEF-#EBECEA(E)CU-#DWDISCDISTDPSTDFDIADCDCONDCSFMCTCuCRC.O.CKTCNT'RCL
EMERGENCY MHFLUORESCENTEMERGENCY BALLAST(E) TO BE (R)(E) IN (N) LOCATIONENERGY SAVINGEXTERIOREMERGENCYEND OF LINEEQUIPMENTEVENING LIGHTEMERG BATTERY BACKUPELECTRONIC BALLASTEVAPORATIVE COOLERELECTRICAL CONTRACTORELECTRICALEXHAUST FANEXISTINGEACH NECNICNONLNEMANN3RNC(N) NEWMT HTMTTCMTTBMTSMWMOCPMSBMLOMT
DOUBLE POLE SINGLE THROWDRINKING FOUNTAINDIRECT CURRENTDISHWASHERDISTRIBUTIONDISCONNECTDIAMETERDEPTH LVMCTCMECHMFSMFRMCTBMCBMCAMCLPSLSLTGLTLRALCkWkVAk
WP WEATHERPROOF (NEMA 3R)
INDICATES MOUNTING HEIGHT AFFTRANSFORMER
+48XFMR
TIME SWITCH OVERRIDETWISTED SHIELDED PAIRVANDAL-RESISTANTUNDERWRITERS LABORATORIESSINGLE POLE SINGLE THROW
TYPICAL SIMILAR
TELEPHONE TERMINAL CABINETVERY HIGH OUTPUTTRANSFORMER, TERMINALWATER HEATERWIDTH, WATT, WIREVOLT ALTERNATING CURRENTVOLT AMPERESUG SVC ALERT 800-642-2444UNLESS OTHERWISE NOTEDUNDERGROUND PULL SECTIONUNDERCABINET, UNDERCOUNTERTELEPHONE TERMINAL BOARDTELEPHONE COMPANYTO BE REMOVEDTELEPHONE CONDUITSLIMLINE, SWITCH LEGVOLTAGE
UNDERGROUNDTIME CLOCKTRANSFORMERTIME SWITCHTELEPHONESURFACESTORAGESPECIFICATION TTB
WH-#USAVHOVACVOLTVRWVAV VOLTUONUGPSTYP SIMTTCTYPUCULUGTX
TYPICAL
TTSPTSOTELCOTEL(TBR)-TTSTCSURFSVCSPSTSTR'GSPECSHTSQSWSL
SQUARESWITCHSERVICESHEET
HIGH INTENSITY DISCHARGEFIRE ALARM CONTROL PANELHAND-OFF-AUTOINSIDE FROSTIDENTIFICATIONHIGH OUTPUTISOLATED GROUNDJUNCTION BOXHORSEPOWERHIGH PRESSURE SODIUMHIGH POWER FACTORINTERCOMFULL VOLTAGE NON-REVERSINGHEATING, AC & REFRIGFULL LOAD AMPSFUSIBLE SWITCHFURNISHED BY OTHERSHEIGHT, HIGHGANG WITH SWITCHGALVANIZED RIGID STEELGROUND FAULT CIRCUIT INTERRUPTERGROUND FAULT CIRCUIT INTERRUPTERGARBAGE DISPOSALGENERAL CONTRACTORGROUNDING CONDUCTORFLUORESCENTFORCED AIR UNITFIRE ALARM TERMINALGROUNDFLOORFAN COIL CONDUITCALIFORNIA FIRE CODECA. BUILDING CODECA. ENERGY COMMISSIONCOMPACT FLUORESCENTCABINETCEILINGCA. ELECTRICAL CODECIRCUIT BREAKER, CODE BLUECATV CONDUITCABLE TELEVISIONAUTOMATIC TIME SWITCHAMERICAN WIRE GAGEAUTOMATIC TRANSFER SWITCHAMP BREAKERAUDIBLE/AUDIO VISUALALUMINUMAMP SWITCH RATINGAMPERES INTERRUPTING CAPACITYABOVE FINISH GRADEABOVE FINISH FLOORAMP FUSE, AMP FRAMEALTERNATING CURRENTAIR CONDITIONERABOVEABANDONED AMPERE
ABBREVIATIONS
ADJACENT
AS-CCECCFCCFCLGCBCCAB'TCATVCBBILBLDGBFGCAVAWGATSATSAFAFGAICAFFAlACAC-#ABVADJABABANDA GD
BASIC IMPULSE LEVELBELOW FINISH GRADEBUILDING
HOICJ-BOXIFIDIGHOAHPFHPShpHIDHACRGWSHGNDGRSGFIGFCIFLUORFVNRGGCFS FC-#FLAFLRFBOFACPFAUFAT
REMOTE TERMINAL UNITSTATE FIRE MARSHALRATED LOAD AMPSPLANNING & DEVELOPMENTOFFICE of STATEWIDE HEALTHOFFICE of the STATE ARCHITECTPOINT OF CONNECTIONRIGID METAL CONDUITPLUMBING CONTRACTORSHORT CKT CURRENTPOWER SECONDARYPOWER PRIMARYPUBLIC ADDRESSOUTSIDE DIAMETERREFRIGERATOROVERCURRENT PROTECTIONRAPID STARTREPLACEREQUIREDPULLBOXPULL CHAINRECEPTACLERELOCATE(D)PHOTOCELLOVERHEADOVERLOAD
PCREQ'DRPLCSFMSCCRLARMCRMVRTURSRM
REMOVEROOM
REFPOC-PP--PS-(R)RECEPTPNLph PHASE
PANEL
OSHPDOVLDOSAPPBPCPCPA
POLE
OCPOHODPV PHOTOVOLTAIC
SS SS SS SS
SS SS SS SS SS SS SS SS
SS SS SS
24" O
ATT
WV
WV
SLB PGE
CTV
WM
WM
WM
PGE
CTV
PGE
WM
ELEC
ELEC
ICV
WV
WM
CATV
PGE TEL
GAS
EM
18" PINE
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
8" PINE
WV
S
CO
TREE 14" TREE 6" W
S
PAC BELL
CO
CO
ICV ICV
18" TREE
18" TREE
10" OAK
8" TREE 18" EUK
26" EUK
16" TREE
36" TREE
24" PINE 28" TREE
26" PINE
TRASH
PINE OAK
UTIL
2P TREE 12" & 6"
/
/
/
3P TREE 36" BASE
/ / / / / / / / /
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
WL WL WL WL WL WL WL WL WL WL WL WL WL
E 6" TREE
40" TREE
CO
10" TREE
CO
4" TREE
TEL
TRASH ICV 12" TREE
CTV
UTIL UTIL
WM
WV
14" TREE
10" TREE
WV WV WV
UTIL
UTIL
WM GAS
S
16" TREE
8" 3P TREE 8" & 14"
2P TREE
WM
WM
PAC BELL
WM
22" TREE
PLANTER
40" TREE
WV
w
TRASH
PG&E PAD MOUNT TRANSFORMER
50"X52" PAD AND PROTECTIVE BOLLARDS
PER PG&E REQUIREMENTS
EXISTING PG&E POLE
CHARTER TIE IN AT EXISTING
VAULT AT WEST SIDE BROAD ST.
RELEVEL PULL BOXES AND
COVERS TO BE FLUSH WITH NEW
SIDEWALK.
EXISTING AT&T CONDUIT.
PROTECT IN PLACE. PROVIDE
NEW ADJACENT AT POLE.
PG&E , AT&T, AND CHARTER
TO REPLACE EXISTING POLE
AND SERVICE DROPS
PG&E , AT&T, AND CHARTER
TO REPLACE OVERHEAD
SERVICE CABLES.
CHARTER PULL BOX. 2'X3'
AT&T PULL BOX. 17"X30"
REMOVE AND REPLACEEXISTING CURB, GUTTER,
AND SIDEWALK PER CITY
STANDARD 4220. SALVAGE
GRANITE CURB TO CITY
CORPORATION YARD AS
DIRECTED BY THE ENGINEER
(285 SQ. FT)
AT&T TIE IN AT EXISTING VAULT
AT WEST SIDE BROAD ST.
RELEVEL PULL BOXES AND
COVERS TO BE FLUSH WITH NEW
SIDEWALK.
REMOVE AND REPLACEEXISTING CURB, GUTTER,
AND SIDEWALK PER CITY
STANDARD 4220. SALVAGE
GRANITE CURB TO CITY
CORPORATION YARD AS
DIRECTED BY THE ENGINEER
(270 SQ. FT.)
INTERCEPT EXISTING
PRIMARY CONDUIT ANDEXTEND INTO NEW PG&E
VAULT. COORDINATE WORK
WITH PG&E.
EXISTING PG&E VAULT
C
4 B
4 A
4 190LF
170LF
160LF
32'±
9'±
PROTECT IN PLACE
ROCK WALL
PROVIDE 12" CLEARANCE
TO GAS LINES.
PROVIDE 12" CLEARANCE TO
GAS LINES.
REMOVE EXISTING
LANDSCAPING
37'±
8'±
REPLACE HI-VIS CROSSWALKPER CITY STANDARD 7350 REMOVE EXISTING PARKING METERS
REMOVE AND REPLACEEXISTING CURB, GUTTER,
AND SIDEWALK PER CITY
STD. 4220. ADJUST UTILITY
BOXES TO FINISHED
SURFACE. PAINT CURB RED.
(88 SQ. FT.)
11'±
8'±
REPLACE HI-VIS CROSSWALK
PER CITY STANDARD 7350
4" SPARE CONDUIT
STUBBED INTO PLANTER
AREA FOR FUTURE USE.
975696
680
658 664
PROPERTY LINE (TYP)
NORTH
SCALE:
DRY UTILITY PLAN - BROAD AND MONTEREY STREET
1" = 20'-0"
OTTO ELECTRICAL, INC.
SAN LUIS OBISPO, CA
[email protected]
805.459.4329
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION Cultural Arts District Parking Structure - Phase 1A
Dry Utility Undergrounding
GOGO
BNBN
PER PLANS
JUNE 2022
90435-1A
4 Know what's below.
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R
LEGEND
#5 PG&E ENCLOSURE 3'X5'X3'6" INSTALLED BY CONTRACTOR PG&E CODE 025601 SPLICE BY PG&E#6 PG&E ENCLOSURE 4'X6'6"X5' INSTALLED BY CONTRACTOR PG&E CODE 041495 JAY BY PG&E EXISTING DRY UTILITY VAULT/BOX TO REMAIN. PROTECT IN PLACE. REPAIR AND REPLACE LID IF DAMAGED. 1-4" CONTRACTOR INSTALLED DUCT. PG&E INSTALLED 2-1/0A EPE-CONC-ENCAP1-4" CONTRACTOR INSTALLED DUCT. PG&E INSTALLED 3-1/0A EPE-CONC-ENCAP1-5" CONTRACTOR INSTALLED DUCT. PG&E INSTALL 750A TPX1-3" CONTRACTOR INSTALLED DUCT. CHARTER INSTALLED CABLE.1-4" CONTRACTOR INSTALLED DUCT. AT&T INSTALLED CABLES.
EXISTING DRY UTILITY CONDUIT TO REMAIN. PROTECT IN PLACE.EXISTING DRY UTILITY CONDUIT TO BE REMOVED. COORDINATE REMOVAL WITH UTILITY PROVIDER.EXISTING OVERHEAD CABLESEXISTING GAS UTILITY. FIELD LOCATE FOR ADDITIONAL PIPES NOT SHOWN ON DRAWING.EXISTING WATER LINE. FIELD LOCATE FOR ADDITIONAL PIPES NOT SHOWN ON DRAWING.EXISTING SEWER LINE. FIELD LOCATE FOR ADDITIONAL PIPES NOT SHOWN ON DRAWING. 3 DRY UTILITY PLAN
GENERAL NOTE
A. ANY STRIPING AND PAVEMENT MARKINGS REMOVED WITHIN THE LIMITS OF WORK MUST BE REPLACED.
B. ROUTING OF NEW UTILITIES ARE ONLY A SUGGESTION. NOT ALL UTILITIES ARE SHOWN. DRY UTILITIES SUCH AS CATV, TELEPHONE, FIBER, AND POWER ARE LOCATED WITHIN THE PROJECT AREA. CONTRACTOR SHALL LOCATE EXISTING UTILITIES PRIOR TO STARTING WORK, CONTRACTOR SHALL ADJUST ROUTING TO AVOID EXISTINGUTILITIES AND MAINTAIN CLEARANCES PER MOST RESTRICTIVE UTILITY STANDARDS/REQUIREMENTS.
C. NOT ALL LATERALS ARE SHOWN ON PLANS. LOCATING LATERALS IS THE RESPONSIBILITY OF THE CONTRACTOR AND ANY DAMAGE TO A LATERAL MUST BE REPAIRED IMMEDIATELY AND AT NO COST TO THE CITY.
D. ARCHEOLOGICAL MONITORING REQUIRED FOR TRENCHING WITHIN BROAD AND MONTEREY.
TRACER WIRE
WARNING
TRACER TAPE
2" MIN
~9" MIN
REFER TO CITY STANDARD
DETAILS 6010, 6020, 6030, 6040
FOR ADDITIONAL TRENCH AND
LOCATION REQUIREMENTS.
_
12"
MAX
P2 4" MIN
BACKFILL TRENCH PER CITY
STANDARD 6035
*NOTE: BROAD AND MONTEREY IS PAVED WITH AC OVER PCC. AC OVER PCC PAVEMENT RESTORATION PER CITY STANDARD 4110 AND 6020 36" BELOW CROSSING
UTILITIES OR 84" BELOW
TOP OF CURB,
WHICHEVER IS DEEPER
WARNING
TRACER TAPE
2" MIN
~13" MIN
REFER TO CITY STANDARD
DETAILS 6010, 6020, 6030, 6040
FOR ADDITIONAL TRENCH AND
LOCATION REQUIREMENTS.
_
12"
MAX
S1 4" MIN
TRACER WIRE
T4
12" MIN
C2
2" MIN
TEE CUT WITH THE WIDTH OF THE AC CUT EXTENDED ONE
FOOT EACH SIDE OF TRENCH. 6' AC TO BE CONSTRUCTED
BY PLACING 4" THICK AC (1/2" AGGREGATE), PAVING GRID
(GLASGRID 8502, STARGRID G-PS 200-100, OR APPROVED
EQUAL) AND 2" AC THICK SURFACE COURSE (1/2"
AGGREGATE)
BACKFILL TRENCH PER CITY
STANDARD 6035
36" BELOW CROSSING
UTILITIES OR 84" BELOW
TOP OF CURB,
WHICHEVER IS DEEPER
WARNING
TRACER TAPE
2" MIN
~13" MIN
REFER TO CITY STANDARD
DETAILS 6010, 6020, 6030, 6040
FOR ADDITIONAL TRENCH AND
LOCATION REQUIREMENTS.
_
12"
MAX
4" MIN
TRACER WIRE
T4 C2
2" MIN
BACKFILL TRENCH PER CITY
STANDARD 6035
TRENCHING WITHIN STREET
SECTION PER CITY STANDARD
6020 CASE 2.
*NOTE: BROAD AND MONTEREY IS PAVED WITH AC OVER PCC. AC OVER PCC PAVEMENT RESTORATION PER CITY STANDARD 4110 AND 6020 36" BELOW CROSSING
UTILITIES OR 84" BELOW
TOP OF CURB,
WHICHEVER IS DEEPER
OTTO ELECTRICAL, INC.
SAN LUIS OBISPO, CA
[email protected]
805.459.4329
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION Cultural Arts District Parking Structure - Phase 1A
Dry Utility Undergrounding
GOGO
BNBN
PER PLANS
JUNE 2022
90435-1A
4 Know what's below.
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R
4 ELECTRICAL DETAILS
A TRENCH SECTION B DETAIL NTS TRENCH SECTION A DETAIL B SCALE: NTS TYPICAL BOLLARD DETAIL 1 NTS
NOTE: EXACT LOCATIONS OF PIPE BOLLARDS
SHALL BE FIELD COORDINATED AND LOCATED
AROUND EQUIPMENT SO THAT DOORS FULLY
OPEN AND WORKING CLEARANCES ARE
3" PRESERVED.
12"
32"
42"
UNREINFORCED CONCRETEFOOTINGFINISHED GRADE
4" DIAMETER STEEL POST
FILLED WITH CEMENT GROUT,PAINT EXTERIOR SURFACE OFPOST YELLOW.
REFLECTIVE TAPE (TYPICAL)
SCALE:
TRENCH SECTION C DETAIL C SCALE: NTS
6"
GROUT
24"-36"
CRUSHED ROCK SUMP (18" MIN DEPTH)
BELL END2" DIA DRAIN 6" HOLE
FINISHED GRADEREINFORCED CONCRETE ORPOLYMER COVER (TO SUIT APPLICATION). LABEL COVER
PER UTILITY REQUIREMENTS.PRECAST REINFORCED
CONCRETE OR
POLYMER CONCRETE
BOX. SIZE PER PLANS.
SEAL AROUND
CONDUIT, BOX AND
EXTENSION JUNCTION.
PRECAST
REINFORCEDEXTENSION
#15 ROOFING PAPER
BETWEEN GROUT AND
CRUSHED ROCK
2 TYPICAL AT GRADE PULL BOX DETAIL SCALE: NTS
*TRENCH DEPTH NOTE:
DEPTH OF CONDUITS ARE SHOWN AS MINIMUMS. IN ORDER TO
AVOID OTHER UTILITY CROSSINGS THAT THE DEPTH OF
TRENCH MAY NEED TO BE INCREASED TO PROVIDE SUFFICIENT
CLEARANCE BELOW EXISTING UTILITIES AS DIRECTED BY THE
ENGINEER.
AREA OF DISTURBANCE: 1.2 ACRES
MAXIMUM CUT HEIGHT: 16 FEET
MAXIMUM FILL HEIGHT: 0 FEET
RAW CUT: 13,000 CUBIC YARDS
RAW FILL: 0 CUBIC YARDS
ADJUSTED FILL:
(ASSUMED 15% SHRINKAGE) 0 CUBIC YARDS
NET QUANTITY: 13,000 CUBIC YARDS EXPORT
REPORT NAME: GEOTECHNICAL ENGINEERING REPORT: PALM-NIPOMO
STREET PARKING STRUCTURE AND REPERTORY THEATER
DATE: DECEMBER 13, 2019 (REVISED JANUARY 7, 2020)PREPARER: NICK ZOETEWEYLICENSE: C-79891FIRM: EARTH SYSTEMS PACIFIC 4378 OLD SANTA FE ROAD
SAN LUIS OBISPO, CA 93401
P: (805) 544-3276
GEOTECHNICAL REPORT
THE PROJECT CONSISTS OF DEMOLITION, CLEARING, ROUGH GRADING,TEMPORARY AND PERMANENT SHORING (BY OTHERS), UNDERGROUNDSTORMWATER STORAGE CHAMBERS FOR THE FUTURE PARKINGSTRUCTURE, SLO REPERTORY THEATRE, LINER BUILDING. FUTURE ON-SITE
BUILDINGS, PRECISE GRADING, LANDSCAPE AND FRONTAGE
IMPROVEMENTS ARE PART OF PHASE 2 AND UNDER SEPARATE COVER.
BUILDING OUTLINES ARE SHOWN HEREIN FOR REFERENCE ONLY AND ARE NOT INCLUDED IN THIS PHASE OF THE PROJECT.
CITY PROJECT NUMBER: __________ (PENDING)
THE PROJECT CREATES AND/OR REPLACES GREATER THAN
22,500 SQUARE FEET OF IMPERVIOUS AREA AND SUBSEQUENTLY
COMPLIES WITH CENTRAL COAST POST-CONSTRUCTION
STORMWATER REQUIREMENTS PER RESOLUTION R3-2013-0032.SITE AREA OF DISTURBANCE: 1.2 ACRES WDID NUMBER: __________ (PENDING)
PROJECT DESCRIPTION
STORMWATER COMPLIANCE
C-1.1
PROJECT SITE
NOT TO SCALE
RRM CIVIL SHEETS
C-1.1 TITLE SHEETC-1.2 GENERAL NOTESC-2.1 EXISTING CONDITIONSC-2.2 DEMOLITION PLANC-4.1 ROUGH GRADING PLANC-4.2 PERMANENT SHORING PROFILEC-8.0 EROSION CONTROL NOTESC-8.1 EROSION CONTROL PLANC-9.1 CONDITIONS OF APPROVALC-9.2 CONDITIONS OF APPROVALC-9.3 CONDITIONS OF APPROVALC-9.4 CONDITIONS OF APPROVALC-9.5 CONDITIONS OF APPROVAL
EDP CIVIL SHEETS
D-1.0 NOTESD-2.0 RETAINING WALLS PLAN AND PROFILESD-3.0 STORM DRAIN PLAND-4.0 DETAIL SHEETD-4.1 DETAIL SHEETD-4.2 DETAIL SHEETD-4.3 DETAIL SHEET FUTURE
PARKING
STRUCTURE
FUTURE SLO
REP THEATRE
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMITTEE TO CONTACT "UNDERGROUND SERVICE ALERT" (U.S.A.) TOLL FREE AT (800) 642-2444 FORTY-EIGHT (48) HOURS PRIOR TO START OF CONSTRUCTION FOR LOCATION OF POWER, TELEPHONE, OIL AND NATURAL GAS UNDERGROUND FACILITIES. CONTRACTOR ORPERMITTEE SHALL ALSO CONTACT THE APPROPRIATE AGENCY FOR THE LOCATION OF CABLE T.V., WATER, SEWER,DRAINAGE OR UNDERGROUND FACILITIES.
REFERENCE DOCUMENTS:
SAN LUIS OBISPO STANDARD SPECIFICATIONS AND ENGINEERING STANDARDS: AUGUST 2020 EDITION ALL CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING CODES:
2019 CALIFORNIA RESIDENTIAL CODE AND ITS APPENDICES AND STANDARDS2019 CALIFORNIA PLUMBING CODE AND ITS APPENDICES AND STANDARDS2019 CALIFORNIA MECHANICAL CODE AND ITS APPENDICES AND STANDARDS2019 CALIFORNIA FIRE CODE AND ITS APPENDICES AND STANDARDS2019 CALIFORNIA ELECTRICAL CODE AND ITS APPENDICES AND STANDARDS2019 CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS2019 CALIFORNIA GREEN BUILDING STANDARDS2019 CALIFORNIA ADMINISTRATIVE CODE (CAC) TITLE 24, PART 1 CALIFORNIA CODE OF REGULATIONS (CCR)
2019 CALIFORNIA BUILDING CODE (CBC)
TITLE 24, PART 2 CCR BASED ON 2012 IBC AND 2016 CA AMENDMENTS 2019 CALIFORNIA REFERENCE STANDARD CODE
TITLE 24, PART 12 CCR
REFERENCE NOTES
EARTHWORK QUANTITIES
PALM STREET
NIPOMO STREET
DANA STREET
MONTEREY STREET
APN 002-412-001 (609 PALM STREET)APN 002-412-002 (972 NIPOMO STREET)APN 002-412-003 (633 PALM STREET)APN 002-412-004 (630 MONTEREY STREET)APN 002-412-011 (970 NIPOMO STREET & 610 MONTEREY STREET) (2 ADDRESSES ON 1 APN)
APN 002-412-012 (614 MONTEREY STREET)
APN'S AND ADDRESSES
THE BASIS OF BEARINGS FOR THIS PROJECT IS THE CENTERLINE
OF NIPOMO STREET BETWEEN FOUND MONUMENTS, BEARING
BEING N36°15'10"W PER R1.
THE BENCHMARK FOR THIS PROJECT BEING CITY OF SLO
BENCHMARK NO. 372, A LEAD AND TACK ON THE WESTERLY
CURB 50 FEET (15 M) NORTH OF THE NWC OF NIPOMO & DANA,
ELEVATION BEING 190.00 FEET (NAVD88).
Reference Documents:
City Standard Specifications - August 2020 EditionCity Engineering Standards - August 2020 Edition
1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR
PERMITTEE TO CONTACT "UNDERGROUND SERVICE ALERT OFNORTHERN CALIFORNIA" BY PHONE AT 8-1-1 FORTY-EIGHT (48)
HOURS PRIOR TO START OF CONSTRUCTION FOR LOCATION OF
POWER, TELEPHONE, OIL AND NATURAL GAS UNDERGROUND
FACILITIES. CONTRACTOR OR PERMITTEE SHALL ALSO
CONTACT THE APPROPRIATE AGENCY FOR THE LOCATION OFCABLE T.V., WATER, SEWER, DRAINAGE OR UNDERGROUND FACILITIES.
2. THE CONTRACTOR SHALL POSSESS A CLASS A LICENSE AT THE TIME OF BID OPENING.
index to plans
sheet no. description
general notes:
datum:
san luis obispo county, california
APPROVED BY
SPECIFICATION NO. DATE SHEET
Brian A. Nelson, City Engineer R.C.E. C79870 Approved Date FILE NO./LOCATION
[MO DAY, YEAR]
No. C 79870
CULTURAL ARTS DISTRICT PS
PHASE 1B ON-SITE IMPROVEMENT PLANS
CITY OF SAN LUIS OBISPO, CA
COUNTY OF SAN LUIS OBISPO
rrmdesign.com | (805) 543-1794
3765 S. Higuera, San Luis Obispo, CA 93401
06/06/2022
CITY SPECIFICATION NO.
DATE:
PROJECT TITLE:
SHEET TITLE:
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION SKY
KM
SKYSKY
AS NOTED
06/06/2022
\\RRMPZ\on-site\0701\0720-02-UR19-Palm-Nipomo-Parking-Structure-(2019)\Engineering\ConDocs\Phase 1 - Rough Grading\Sheet-Files\C-1.X Title and General Notes.dwg, C-1.2, Jun 06, 2022 6:08pm, kmatsumoto rrmdesign.com | (805) 543-1794
3765 S. Higuera, San Luis Obispo, CA 93401
PHASE 1B - CONSTRUCTION DOCUMENTS 0720-02-UR19 NO. DATE
SAN LUIS OBISPO, CA
1. NO CONSTRUCTION SHALL START WITHOUT PLANS APPROVED BY THE CITY ENGINEERING DEPARTMENT. THE CITY ENGINEER SHALL BE NOTIFIED AT LEAST TWENTY-FOUR HOURS PRIOR TO STARTING OF CONSTRUCTION. ANY CONSTRUCTION DONE WITHOUT APPROVED PLANS OR PRIOR NOTIFICATION TO THE CITY ENGINEER WILL BEREJECTED AND WILL BE AT THE CONTRACTOR'S AND/OR OWNER'S RISK.
2. A PRE-CONSTRUCTION MEETING SHALL BE COORDINATED BY THE OWNER/DEVELOPER OR CONTRACTOR AND SHALL INCLUDE PERTINENT CITY STAFF. AS A MINIMUM,
THE ASSIGNED BUILDING INSPECTOR, PUBLIC WORKS INSPECTOR, NATURAL RESOURCE MANAGER, AND CONTRACT PLANNER SHALL BE INCLUDED IN THIS MEETING TO DISCUSS THE LIMIT OF PUBLIC AND PRIVATE IMPROVEMENTS AND THE CORRESPONDING INSPECTION RESPONSIBILITIES.
3. ALL CONSTRUCTION WORK AND INSTALLATIONS SHALL CONFORM TO THE MOST CURRENT CITY STANDARDS AND SPECIFICATIONS, AND ALL WORK SHALL BE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER.
4. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEERING REPORT (SEE TITLE SHEET FOR GEOTECHNICAL ENGINEER CONTACT AND REPORT DETAILS).
5. RECORD PLANS ARE TO BE PREPARED AFTER CONSTRUCTION IS COMPLETED. THE CIVIL ENGINEER CERTIFYING THE IMPROVEMENTS AND PREPARING THE RECORD PLANS SHALL BE PRESENT WHEN THE FINAL INSPECTION IS MADE.
6. AN INSPECTION AGREEMENT IS REQUIRED PRIOR TO THE START OF CONSTRUCTION.
7. NOT USED.
8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES AND IMPROVEMENTS PRIOR TO START OF CONSTRUCTION. EXISTING UTILITIES AND IMPROVEMENTS SHOWN ON THE CONSTRUCTION PLANS ARE FROM RECORD SOURCES AND WERE SHOWN FOR DESIGN PURPOSES ONLY.
9. ALL UTILITY COMPANIES MUST BE NOTIFIED PRIOR TO THE START OF CONSTRUCTION BY THE CONTRACTOR.
10. CONTRACTOR TO TELEPHONE UNDERGROUND SERVICE ALERT (USA) TOLL FREE AT (800) 642-2444 A MINIMUM OF FORTY-EIGHT WORKING HOURS PRIOR TO THE START OF CONSTRUCTION. FOR BEST RESPONSE, PROVIDE AS MUCH NOTICE AS POSSIBLE, UP TO TEN WORKING DAYS.
11. CONSTRUCTION CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR LOCATING OR HAVING LOCATED ALL UNDERGROUND UTILITIES AND RELATED FACILITIES AND FOR PROTECTING SAME DURING THE COURSE OF CONSTRUCTION. ALL UTILITIES THAT ARE NOT A MEMBER OF USA MUST ALSO BE NOTED.
12. A CITY ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK DONE WITHIN THE CITY RIGHT-OF-WAY. WORK REQUIRING AN ENCROACHMENT PERMIT INCLUDES BUT IS
NOT LIMITED TO DEMOLITIONS, UTILITIES, WATER, SEWER, AND FIRE SERVICE LATERALS, CURB, GUTTER, AND SIDEWALK, DRIVEWAY APPROACHES, SIDEWALKUNDERDRAINS, STORM DRAIN IMPROVEMENTS, STREET TREE PLANTING OR PRUNING, CURB RAMPS, STREET PAVING, AND PEDESTRIAN PROTECTION OR CONSTRUCTION STAGING IN THE RIGHT-OF-WAY. ALL WORK LOCATED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN THE JURISDICTION OF THE CITY UTILITIES AND PUBLIC WORKS DEPARTMENTS SHALL COMPLY WITH THE MOST CURRENT EDITION OF THE ENGINEERING STANDARDS AND STANDARD SPECIFICATIONS.
13. CONTACT PUBLIC WORKS INSPECTION HOTLINE AT (805) 781-7200 WITH AT LEAST A 48 HOUR NOTICE FOR ANY REQUIRED ENCROACHMENT PERMIT INSPECTIONS OR FINAL INSPECTIONS.
14. THE CONTRACTOR SHALL PROVIDE A LEGIBLE AND COMPLETE SET OF PLANS IDENTIFYING ALL MODIFICATIONS MADE DURING CONSTRUCTION TO THE DESIGN ENGINEER FOR THE RECORD DRAWINGS.
15. ANY PROPOSED DEVIATIONS FROM THE PLANS MUST BE SUBMITTED TO THE DESIGN ENGINEER FOR REVIEW AND APPROVAL, INCLUDING FIELD REVISIONS REQUESTED BY THE CITY INSPECTOR.
16. THE DESIGN OF THE SURFACE IMPROVEMENTS IS BASED ON THE CITY'S RECORD INFORMATION (SURVEYS AND DRAWINGS). IMMEDIATELY AFTER THE CONSTRUCTION CONTRACT IS AWARDED, THE CONTRACTOR SHALL VERIFY THE RELATIVE ELEVATIONS AS SPECIFIED ON THESE PLANS AND NOTIFY THE DESIGN ENGINEER. THECONSTRUCTION DRAWINGS ELEVATIONS WILL THEN BE MODIFIED ACCORDINGLY, AND A REVISED SET FURNISHED TO THE CONTRACTOR. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY REQUIRED REWORK IF CONSTRUCTION BEGINS WITHOUT VERIFYING THE SPECIFIED ELEVATIONS AND NOTIFYING THE DESIGN ENGINEER.
17. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OR PROPER RESETTING OF ALL EXISTING MONUMENTS AND OTHER SURVEY MARKERS. ANY SURVEY MONUMENTS DESTROYED BY THE CONTRACTOR SHALL BE REPLACED IN ACCORDANCE WITH THE STATE LAND SURVEYORS ACT AND CITY STANDARDS AT THECONTRACTOR'S EXPENSE.
18. ALL PROPERTY CORNER MONUMENTS SHALL BE IN PLACE AND IDENTIFIED AT THE TIME OF THE FOUNDATION INSPECTION REQUEST.
19. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL SUBMIT AND OBTAIN APPROVAL OF A PEDESTRIAN PROTECTION PLAN IN CONFORMANCE WITH THE CALIFORNIA BUILDING CODE.
20. A COMPACTION REPORT SHALL BE PROVIDED BY A SOILS ENGINEER STATING THAT THE BASE AND SUBGRADE WERE PREPARED IN ACCORDANCE WITH THE PROJECT SOILS REPORT.
21. IF DE-WATERING IS REQUIRED, A LOW THREAT DISCHARGE PERMIT FROM CITY ENVIRONMENTAL COMPLIANCE MAY BE REQUIRED.22. CONTRACTOR SHALL PROVIDE A TRAFFIC AND PEDESTRIAN CONTROL PLAN TO BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO ENCROACHMENT PERMIT ISSUANCE.
23. THE CITY INSPECTOR ACTING ON BEHALF OF THE CITY DEPARTMENT OF PUBLIC WORKS MAY REQUIRE REVISIONS IN THE PLANS TO SOLVE UNFORESEEN PROBLEMS THAT MAY ARISE IN THE FIELD. REVISIONS SHALL BE SUBJECT TO THE APPROVAL OF THE DEVELOPER'S ENGINEER.
24. ANY SECTIONS OF DAMAGED OR DISPLACED CURB, GUTTER & SIDEWALK OR DRIVEWAY APPROACH SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE PUBLIC WORKS DIRECTOR.
25. DIGITAL DRAWINGS OF HORIZONTAL CONTROL PROVIDED TO SURVEY FOR PURPOSE OF CONSTRUCTION.26. CONTRACTOR SHALL ADHERE TO ALL NOTES AND DETAILS PRESENTED ON THE EROSION CONTROL PLAN AND NOTES SHEETS.
1. ALL GRADING SHALL BE IN CONFORMANCE WITH THE CITY GRADING ORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN, AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISING SOILS ENGINEER.
2. ALL EXPORT MATERIAL SHALL BE DISPOSED OF TO THE SATISFACTION OF THE CITY GRADING INSPECTOR.3. DUST CONTROL MEASURES SHALL BE IMPLEMENTED IN ACCORDANCE WITH CITY GRADING ORDINANCE AND COUNTY APCD REQUIREMENTS.
4. CONSTRUCTION CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR PROTECTION OF PUBLIC AND PRIVATE PROPERTY ADJACENT TO THE JOB
SITE AND THAT HE/SHE SHALL AT HIS/HER EXPENSE, REPAIR OR REPLACE TO ORIGINAL CONDITION ALL EXISTING IMPROVEMENTS WITHIN OR ADJACENT TO THE JOB SITE WHICH ARE DESIGNATED FOR REMOVAL AND WHICH ARE DAMAGED OR REMOVED AS A RESULT OF HIS/HER OPERATIONS.
5. NO CUT OR FILL SLOPES WILL BE CONSTRUCTED STEEPER THAN TWO HORIZONTAL TO ONE VERTICAL (2:1). UNLESS OTHERWISE APPROVED BY THE SOILS ENGINEER.
6. MINIMUM DRAINAGE GRADIENT OF 5% IS REQUIRED FOR A MINIMUM OF10' AWAY FROM THE BUILDING PAD/FOUNDATION IN ACCORDANCE WITH THE BUILDING CODES FOR LANDSCAPED AREAS ADJACENT TO BUILDINGS (SEE CBC SECTION 1804.3)
7. ALL SURFACE AND SUBSURFACE DRAINAGE SYSTEMS DESIGNED AT LESS THAN 2% SHALL HAVE FINAL GRADIENTS CERTIFIED BY A LICENSED SURVEYOR OR ENGINEER PRIOR TO FINAL INSPECTION.
8. SOILS TESTS SHALL BE DONE IN ACCORDANCE WITH THE CITY STANDARDS AND SPECIFICATIONS. ALL TESTS MUST BE MADE WITHIN 15 DAYS PRIOR TO PLACING THE MATERIAL. THE TEST RESULTS SHALL CLEARLY INDICATE THE LOCATION AND SOURCE OF THE MATERIAL.
9. COMPACTION TESTS SHALL BE MADE ON SUBGRADE MATERIAL AND MATERIAL AS SPECIFIED BY THE ENGINEER. SAID TESTS SHALL BE MADE PRIOR TO THE PLACING OF THE NEXT MATERIAL. GRADING AND COMPACTIONS REQUIREMENTS SHOULD BE AS PER THE RECOMMENDATIONS OF THE SOILS ENGINEER REPORT AND/OR CITY STANDARDS.
10. SUBGRADE MATERIAL SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 95% INTHE ZONE BETWEEN FINISHED SUBGRADE ELEVATION AND ONE FOOT BELOW, UNLESS OTHERWISE NOTED (i.e. BIO-RETENTION AREAS). ALL MATERIAL IN FILL SECTIONS BELOW THE ZONE MENTIONED ABOVE SHALL BE COMPACTED TO 90%RELATIVE COMPACTION.
11. FINAL REPORTS SHALL BE REQUIRED IN ACCORDANCE WITH CHAPTER 18 OF THE CBC12. DURING CONSTRUCTION/GROUND DISTURBING ACTIVITIES, THE APPLICANT SHALL IMPLEMENT THE FOLLOWING PARTICULATE (DUST) CONTROL MEASURES, THESE MEASURES SHALL BE SHOWN ON THE GRADING AND BUILDING PLANS. IN ADDITION, THE CONTRACTOR OR BUILDER SHALL DESIGNATE A PERSON OR PERSONS TOMONITOR THE DUST CONTROL PROGRAM AND TO ORDER INCREASED WATERING AS NECESSARY, TO PREVENT TRANSPORT OF DUST OFF SITE. THEIR DUTIES SHALL INCLUDE HOLIDAY AND WEEKEND PERIODS WHEN WORK MAY NOT BE IN PROGRESS. THE NAME AND TELEPHONE NUMBER OF SUCH PERSONS SHALL BE PROVIDED TO THE APCD PRIOR TO COMMENCEMENT OF CONSTRUCTION.
A. USE OF WATER TRUCKS OR SPRINKLER SYSTEMS IN SUFFICIENT QUANTITIES TO PREVENT AIRBORNE DUST FROM LEAVING THE SITE. INCREASED WATERING FREQUENCY WOULD BE REQUIRED WHENEVER WIND SPEEDS EXCEED 15 MPH. RECLAIMED (NON POTABLE) WATER SHALL BE USED WHENEVER POSSIBLE.
13. CONSISTENT WITH THE ARCHAEOLOGICAL PRESERVATION PROGRAM GUIDELINES, A QUALIFIED ARCHAEOLOGIST SITE MONITOR SHALL BE PRESENT DURING SITE DISTURBANCE ACTIVITIES ASSOCIATED WITH THE CONSTRUCTION PROJECT. IF EXCAVATIONS ENCOUNTER SIGNIFICANT PALEONTOLOGICAL RESOURCES,
ARCHAEOLOGICAL RESOURCES OR CULTURAL MATERIALS, THEN CONSTRUCTION ACTIVITIES WHICH MAY AFFECT THEM SHALL CEASE UNTIL THE EXTENT OF THE RESOURCE IS DETERMINED AND APPROPRIATE PROTECTIVE MEASURES ARE APPROVED BY THE COMMUNITY DEVELOPMENT DIRECTOR. THE COMMUNITY
DEVELOPMENT DIRECTOR SHALL BE NOTIFIED OF THE EXTENT AND LOCATION OF DISCOVERED MATERIALS SO THAT THEY MAY BE RECORDED BY A QUALIFIED ARCHAEOLOGIST. IF PRE-HISTORIC NATIVE AMERICAN ARTIFACTS ARE ENCOUNTERED, A NATIVE AMERICAN MONITOR SHOULD BE CALLED IN TO WORK WITH THEARCHAEOLOGIST TO DOCUMENT AND REMOVE THE ITEMS. DISPOSITIONS OF ARTIFACTS SHALL COMPLY WITH STATE AND FEDERAL LAWS.
14. ALL DISTURBED SURFACES SLOPED FOUR HORIZONTAL TO ONE VERTICAL (4:1) AND GREATER AND AREAS USED TO CONVEY CONCENTRATED DRAINAGE SHALL BE PREPARED AND MAINTAINED TO CONTROL EROSION BY EFFECTIVE PLANTING TO BE COMPLETED NO LATER THAN 30 DAYS PRIOR TO A REQUEST FOR FINAL INSPECTION APPROVALS.
15. ALL ACTIVITIES ASSOCIATED WITH CONSTRUCTION AND OPERATION SHALL COMPLY AT ALL TIMES WITH ALL CURRENT APCD RULES AND REGULATIONS AS APPLICABLE, INCLUDING BUT NOT LIMITED TO PM-10, NOx EMISSIONS, BEST AVAILABLE CONTROL TECHNOLOGIES, CONSTRUCTION ACTIVITY MANAGEMENT PLANS, AND PHASING TECHNIQUES.
16. A FIRE DEPARTMENT PERMIT IS REQUIRED IF FUEL IS STORED ON-SITE.17. TRACKING ONTO THE PUBLIC RIGHT-OF-WAY SHALL BE MINIMIZED. THE ADJOINING STREET AND SIDEWALK SHALL BE CLEANED BY SWEEPING TO REMOVE DIRT, DUST, MUD, AND CONSTRUCTION. DEBRIS AT THE END OF EACH WORKING DAY.
1. THIS EXISTING CONDITIONS AND SITE PREPARATION PLAN (DEMOLITION PLAN) WAS PREPARED FOR THE CONVENIENCE OF THE CONTRACTOR. THE ARCHITECT AND THE ENGINEER DO NOT REPRESENT THAT ALL ITEMS WHICH MAY REQUIRE DEMOLITION HAVE BEEN SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CAREFULLY EXAMINE THE SITE AND DETERMINE WHAT MAY BE REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK.
2. DEMOLITION WORK AND ABANDONMENT SHALL CONFORM TO THE LATEST VERSION OF THE UNIFORM BUILDING CODE, TITLE 24, AND ALL WORK SHALL BE SUBJECT TO THE APPROVAL OF THE ENGINEER OF RECORD.
3. NO DEMOLITION SHALL BE STARTED WITHOUT APPROVED PLANS. THE OWNER SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO STARTING DEMOLITION.
4. THE PLANS DO NOT AUTHORIZE SITE DISTURBANCE BEYOND THE LIMITS AS REPRESENTED ON THESE PLANS UNLESS OTHERWISE NOTED.
5. THE CONTRACTOR SHALL REPAIR AND/OR REPLACE ALL ITEMS DAMAGED DURING DEMOLITION AND CONSTRUCTION TO ITS ORIGINAL CONDITION OR TO THE SATISFACTION OF THE CITY.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER STORAGE OF ANY ITEMS TO BE RELOCATED.7. ALL ITEMS ARE THE PROPERTY OF THE OWNER. THE CONTRACTOR SHALL SALVAGE ANY ITEMS AT THE REQUEST OF THE OWNER.
8. ALL DEBRIS FROM THE DEMOLITION PROCESS SHALL BE REMOVED FROM THE SITE TO AN APPROVED DUMP SITE AT THE CONTRACTOR'S EXPENSE UNLESS OTHERWISE NOTED.
9. ALL HAZARDOUS MATERIALS SHALL BE REMOVED PRIOR TO ANY DEMOLITION OR ACTIVITY WHICH WOULD DISTURB THAT MATERIAL BY A LICENSED ABATEMENT CONTRACTOR.
10. IF ASBESTOS IS FOUND IN THE EXISTING STRUCTURES TO BE DEMOLISHED, THEN ASBESTOS MUST BE REMOVED IN ACCORDANCE WITH APPLICABLE CITY, COUNTY, STATE AND FEDERAL GUIDELINES OR REQUIREMENTS. REMOVAL OF ASBESTOS MATERIAL SHALL BE COMPLETED BY A CONTRACTOR LICENSED TO HANDLE ASBESTOS MATERIAL.
11. ALL STREETS, ALLEYS, VEHICULAR WAYS, SIDEWALKS, AND HAUL ROUTES SHALL BE KEPT CLEAN AND CLEAR OF DEBRIS, DIRT AND DUST IN A MANNER ACCEPTABLE TO THE CITY. AT A MINIMUM, THESE AREAS SHALL BE CLEANED AT THE END OF EACH WORK DAY. FAILURE TO DO SO WILL RESULT IN A "STOP WORK" NOTICE. SAID NOTICE WILL NOT BE RELEASED UNTIL THE AREA HAS BEEN ADEQUATELY CLEANED. THE FLUSHING OF DIRT OR DEBRIS INTO STORM DRAIN OR SANITARY SEWERFACILITIES SHALL NOT BE PERMITTED.
12. ALL ABANDONED UTILITIES SHALL BE MARKED IN THE FIELD AND LOCATED ON THE DRAWINGS OF RECORD BY THE CONTRACTOR WHICH WILL BE SUPPLIED TO BOTH THE ENGINEER OF RECORD AND THE OWNER AT THE CONCLUSION OF THE DEMOLITION WORK.
13. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION. EXISTING UTILITIES AND IMPROVEMENTS SHOWN ON THESE PLANS ARE FROM RECORD SOURCES SURVEYS. UTILITIES ARE SHOWN FOR DESIGN PURPOSES ONLY.
14. THE CONTRACTOR SHALL ONLY REMOVE THOSE UNDERGROUND FACILITIES SPECIFICALLY NOTED FOR REMOVAL. DAMAGE TO EXISTING FACILITIES TO REMAIN SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE.
15. THE CONTRACTOR MUST NOTIFY ALL UTILITY COMPANIES PRIOR TO THE START OF CONSTRUCTION.16. CONTRACTOR TO TELEPHONE UNDERGROUND SERVICE ALERT (USA) TOLL FREE AT (800) 642-2444 A MINIMUM OF 48 HOURS PRIOR TO THE START OF CONSTRUCTION.
FOR BEST RESPONSE, PROVIDE AS MUCH NOTICE AS POSSIBLE, UP TO 10 WORKING DAYS.
17. CONTRACTOR SHALL NOT INTERRUPT ANY SERVICES OR DISRUPT THE OPERATION OF ADJACENT BUSINESSES, RESIDENTIAL AREAS OR ON-SITE FACILITIES OUTSIDE THE LIMITS OF DEMOLITION.
18. CONTRACTOR SHALL OBTAIN A DEMOLITION PERMIT FOR WORK WITHIN THE CITY RIGHT OF WAY FROM THE CITY PRIOR TO THE START OF WORK.19. THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FOR WORK WITHIN THE CITY RIGHT OF WAY FROM THE CITY PRIOR TO THE START OF WORK.
20. CONTRACTOR TO REMOVE AND DISPOSE OF ALL WOOD, CONCRETE, AC PAVING, AGGREGATE BASE, AND VEGETATION AS SHOWN UNLESS OTHERWISE NOTED ON THE PLANS.
21. REMOVE TREES, TOGETHER WITH THE BULK OF THE ROOTS, TO A MINIMUM DEPTH OF 4 FEET BELOW EXISTING GRADE AND WITHIN A RADIUS OF 7 FEET BEYOND THE PERIMETER OF THE TRUNK AT GROUND LINE.
22. FILL AND COMPACT HOLES RESULTING FROM TREES AND TREE STUMP REMOVAL TO REQUIRED DENSITY. FILLING SHALL NOT BE DONE UNTIL HOLES HAVE BEEN APPROVED BY THE OWNER'S REPRESENTATIVE.
23. DUST CONTROL SHALL BE MAINTAINED TO THE SATISFACTION OF THE CITY AND COUNTY APCD.24. CONTRACTOR TO DISPOSE OF ALL MATERIALS PER CONSTRUCTION AND DEMOLITION RECYCLING PLAN FOR THIS PROJECT.25. PROTECT EXISTING FACILITIES OUTSIDE THE LIMITS OF DEMOLITION UNLESS OTHERWISE NOTED.26. TREE REMOVALS MAY REQUIRE APPROVAL BY THE CITY ARBORIST. CONTACT THE CITY ARBORIST TO REVIEW ANY PROPOSAL FOR TREE REMOVALS AND TO INITIATE AN APPLICATION FOR A TREE REMOVAL PERMIT IF APPLICABLE.
27. EROSION CONTROL MEASURES SHALL BE IMPLEMENTED AND MAINTAINED TO THE SATISFACTION OF THE BUILDING OFFICIAL AND PUBLIC WORKS DIRECTOR DURING ALL DEMOLITIONS, CONSTRUCTION AND GROUND DISTURBING ACTIVITIES.
UTILITY NOTES
GENERAL NOTES GRADING NOTES
DEMOLITION NOTES
1. UTILITIES SHOWN ARE ACCURATE TO THE EXTENT OF AVAILABLE RECORDS AND KNOWLEDGE. THE CONTRACTOR HAS THE RESPONSIBILITY TO VERIFY THE LOCATION OF EXISTING UNDERGROUND UTILITIES AND TO NOTIFY UTILITY COMPANIES WHEN WORKING IN THEIR PROXIMITY. PRIOR TO COMMENCING CONSTRUCTION, THE CONTRACTOR SHALL POTHOLE TO VERIFY ALL EXISTING UTILITY POINTS OF CONNECTION AND ELEVATIONS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD IF ANY DISCREPANCIES EXIST BETWEEN THE PLANS AND FIELD CONDITIONS PERTAINING TO MATERIALS, ELEVATIONS, LOCATIONS, ETC., PRIOR TO CONTINUING WORK.
2. THE ENGINEERED DRY UTILITY PLANS WILL BE A DEFERRED SUBMITTAL ITEM. THE ENGINEERED DRY UTILITY PLANS SHALL BE SUBMITTED TO THE ENGINEER OF RECORD TO REVIEW FOR CONFORMANCE WITH THE APPROVED PLANS. THE DEFERRED SUBMITTAL ITEMS SHALL BE FORWARDED TO THE CITY FOR REVIEW AND APPROVAL PRIOR TO COMMENCING ANY ON-SITE OF OFF-SITE UTILITY CONSTRUCTION.
3. ALL WATER VALVES THAT ARE DEEPER THAN 4' SHALL BE A EQUIPPED WITH A STEEL VALVE STEM EXTENSION THAT WILL ALLOW VALVE OPERATION WITH STANDARD LENGTH VALVE KEY. VALVE OPERATING NUTS SHALL BE BETWEEN 2' TO 4' BELOW GRADE. THE STEEL VALVE STEM EXTENSION SHALL BE STEEL ONLY BY PIPE LINEPRODUCTS OR APPROVED EQUAL. PROTECT ALL BURIED METALS FROM CORROSION PER HDR CORROSION CONTROL RECOMMENDATIONS (TYP).
4. THE DRY UTILITY SERVICE LINES AND BOXES SHOWN IN THESE PLANS ARE SCHEMATIC AND BASED ON PROVIDED PLANS FROM THE UTILITY PROVIDER. THE CONTRACTOR IS REQUIRED TO OBTAIN THE FINAL PLANS FROM THE UTILITY PROVIDER AND VERIFY THE FINAL ALIGNMENT PER THEIR APPROVED PLANS PRIOR TOCONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ROUTING THE SERVICE WIRE THROUGH THE CONDUIT RUNS TO PROVIDE SERVICE TO THE SHOWN EQUIPMENT.
ABBREVIATIONS
AB AGGREGATE BASEAC ASPHALT CONCRETEAP ANGLE POINTARV AIR RELEASE VALVE
BCR BEGIN CURVEBW BACK OF WALK
CB CATCH BASINCL/CL. CENTERLINE/CLASSCMP CORRUGATED METAL PIPECONC. CONCRETE DBH DIAMETER AT BREAST HEIGHT [OF A TREE]DI DRAIN INLETDIP DUCTILE IRON PIPEEG EXISTING GRADEEX. EXISTINGELEV ELEVATIONFDC FIRE DEPARTMENT CONNECTIONFG FINISHED GRADEFL FLOWLINEFS FINISHED SURFACEFP FINISHED PADFW FIRE WATERHP HIGH POINT
IPS IRON PIPE SIZE
JT JOINT TRENCH
LP LOW POINTEL. MAXIMUM
MIN. MINIMUM
NTS NOT TO SCALEPL PROPERTY LINEPCL PARCELPCC PORTLAND CEMENT CONCRETEPOC POINT OF CURVE/POINT OF CONNECTIONPOT POINT OF TANGENTPRC POINT OF REVERSE CURVE ROW RIGHT OF WAYRET. WALL RETAINING WALLRP REDUCED PRESSURERW RECYCLED WATER SD STORM DRAINSFM SEWER FORCE MAINSL STREET LIGHT/SERVICE LATERALSS SANITARY SEWERSTA STATIONSTD. STANDARD TBD TO BE DETERMINEDTBM TEMPORARY BENCHMARKTC TOP OF CURBTF TOP OF FOOTINGTP TOP OF PAVEMENTTG TOP OF GRATETYP. TYPICALTW TOP OF WALL
UON UNLESS OTHERWISE NOTED
W WATERWSE WATER SURFACE ELEVATION
GENERAL NOTES
C-1.2
APN: 002-421-001
SAN LUIS OBISPO
CHILDREN'S MUSEUM
(NOT A PART)
MIXED-USE/ HOTEL
(FUTURE PROJECT)
APN: 002-421-033
LEITCHER
BUILDING
(NOT A PART)
APN: 002-412-013
HAYS-LATIMER ADOBE
(PRIVATE RESIDENCE)
(NOT A PART)
APN: 002-412-005
APARTMENTS
(NOT A PART)
APN: 002-401-010
REIS FAMILY
MORTUARY
(NOT A PART)
APN: 002-402-015
CENTRAL COAST
REALTY GROUP
(NOT A PART)
SS SS SS SS SS
SS SS
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SS SS SS SS SS SS SS
S
S
W W W W W W W W W
W W
W W W W W W W
W W W W W W W
PALM STREET
MONTEREY STREET
NIPOMO STREET
DANA STREET
N53°05'37"E 214.61'
N36°28'15"W 279.70'
N53°36'43"E 213.48'
N36°15'10"W 281.64'
SSMH
RIM = 188.15'
INV = 178.1'
SSMH
RIM = 188.13'
INV = 179.4'
SSMH
RIM = 190.66'
INV = 182.8'
SSMH
RIM = 193.14'
INV = 178.5'
SSMH
RIM = 202.15'
INV = 191.44'
16" TREE
6" TREE
6" TREE
16" TREE
10" TREE
16" TREE
16" TREE
40" TREE
28" TREE
36" OAK TREE
12" TREE
3-12" TREES
12" TREE
8" TREE
12" TREE
6" TREE
2-6" TREE
6" TREE
10" TREE
6" TREE 6" TREE
4" TREE
APN: 002-412-003
APN: 002-412-004
APN: 002-412-001
APN: 002-412-002
APN: 002-412-011
APN: 002-412-012
G G G G G G G G G G
G G G G G G G G
G G G G G G G G
OH
OH OH OH OH OH OH
OH
OH
OH OH OH FIRE HYDRANT WATER VALVE WATER METER DOUBLE DETECTOR CHECK VALVE IRRIGATION VALVE GAS METER SEWER MANHOLE SEWER CLEANOUT STREET/PARKING LIGHT POWER POLE GUY WIRE TELEPHONE MANHOLE PARKING METER SIGN CURB CURB & GUTTER RETAINING WALL FENCE AC BERM EDGE OF PAVEMENT WATER LINE GAS LINE SEWER LINE OVERHEAD LINE BRICK/STONE G
SLB STREET LIGHT BOXTEL TELEPHONE BOX/VAULT
PED TELEPHONE PEDESTAL
PGE ELECTRICAL BOX/VAULT
TRANS ELECTRICAL TRANSFORMER
CATV CABLE TELEVISION BOX
UTIL UTILITY BOX/VAULT
WM
GM
W
SS
OH
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION SKY
KM
SKYSKY
AS NOTED
06/06/2022
\\RRMPZ\on-site\0701\0720-02-UR19-Palm-Nipomo-Parking-Structure-(2019)\Engineering\ConDocs\Phase 1 - Rough Grading\Sheet-Files\C-2.1 Existing Conditions.dwg, C-2.1, Jun 06, 2022 6:08pm, kmatsumoto rrmdesign.com | (805) 543-1794
3765 S. Higuera, San Luis Obispo, CA 93401
PHASE 1B - CONSTRUCTION DOCUMENTS 0720-02-UR19 NO. DATE
SAN LUIS OBISPO, CA
EXISTING CONDITIONS
C-2.1
0 40 feet
SCALE: 1" = 20'
20 60
EXISTING CONDITIONS LEGEND
SS SS SS SS SS
SS SS
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SS SS SS SS SS SS SS
S
S
OH
OH
OH
W W W W W W W W W W
W W
W W W W W W
G G G G G G G G G
G G G G G G G G
G G G G G G G G
W W W W W W W
OH
OH OH OH OH OH OH OH
OH OH
APN: 002-421-001
SAN LUIS OBISPO
CHILDREN'S MUSEUM
(NOT A PART)
MIXED-USE/ HOTEL
(FUTURE PROJECT)
APN: 002-421-033
LEITCHER
BUILDING
(NOT A PART)
APN: 002-412-013
HAYS-LATIMER ADOBE
(PRIVATE RESIDENCE)
(NOT A PART)
APN: 002-412-005
APARTMENTS
(NOT A PART)
APN: 002-401-010
REIS FAMILY
MORTUARY
(NOT A PART)
APN: 002-402-015
CENTRAL COAST
REALTY GROUP
(NOT A PART)
190
191
193
195 195
193
191
192
192
199
203
204
205
202
200
198
196
192
189
188
189
190
191
192
193
196
195
198
200
202
191
196
194
N36°15'10"W 281.64'
N53°05'37"E 214.61'
N36°28'51"W 279.70'
N53°36'43"E 213.48'
3 3
3 3 3
3 3 3
3 3
3 3
3 3
1 1
3 3 3
3 3
4 4
4 4
4 4
6 6
6 5
5 5
5 5
6 6
10 7
10 10
10 8
8 8
8 8
10 9
9 9
9 9
APPROXIMATE BUILDING
ENVELOPE SHOWN FOR
REFERENCE ONLY
APPROXIMATE BUILDING
ENVELOPES SHOWNFOR REFERENCE ONLY
PROPOSED TREE
PROTECTION
FENCING
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
10 7
7 7
2 2
10 10
5 5
5 5
5 5
5 5
NOTES
1. DEMOLITION PLAN APPLIES TO EXISTING ON-SITE COMPONENTS, INFRASTRUCTURE, AND APPURTENANCES ONLY. ALL FRONTAGE AND OFF-SITE ITEMS ARE SHOWN FOR REFERENCE ONLY (SEE NOTE 2).
2. CONTRACTOR SHALL REFER TO PROPOSED FRONTAGE IMPROVEMENT PLANS
AND DRY UTILITY HANDOUT PACKAGES PREPARED BY PG&E (AND OTHERS) FORALL DEMOLITION WORK ALONG PROJECT FRONTAGE, UNDERGROUND
RELOCATION OF EXISTING UTILITIES, AND EXTENTS OF PRESERVATION OF EXISTING INFRASTRUCTURE AND APPURTENANCES.
3. CONTRACTOR SHALL PROTECT EXISTING PUBLIC INFRASTRUCTURE THAT IS TO
REMAIN FROM DAMAGE BY HEAVY LOADING AND/OR EQUIPMENT DURING THE COURSE OF CONSTRUCTION. CONTRACTOR SHALL REPAIR, AT OWNER'S EXPENSE,
ANY AND ALL DAMAGE TO PUBLIC INFRASTRUCTURE INCURRED DURING AND/OR
DUE TO CONSTRUCTION, TO THE SATISFACTION OF THE RESPECTIVE PERMITTING AGENCY.
4. CONTRACTOR IS RESPONSIBLE FOR CALLING 811 OR 1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.
5. ALL EXISTING ON-SITE MISCELLANEOUS INFRASTRUCTURE AND APPURTENANCES TO BE REMOVED AND PROPERLY DISPOSED BY CONTRACTOR. CONTRACTOR SHALL COORDINATE WITH CITY TO SALVAGE PARKING STALL CONCRETE WHEELSTOP BUMPERS AND PARKING METERS.
6. ALL EXISTING ON-SITE UNDERGROUND UTILITY SERVICES TO BE REMOVED, STUBBED, AND CAPPED AT PROJECT FRONTAGE.
7. CLEAR AND GRUB ALL EXISTING VEGETATION, GRASSES AND SHRUBS PRIOR TO EARTHWORK OPERATIONS.
8. REFER TO PROJECT SWPPP AND WATER POLLUTION CONTROL DRAWINGS (WPCDS) FOR SITE PREPARATION, MOBILIZATION, STORMWATER REQUIREMENTS AND ALL SITE EROSION/SEDIMENTATION CONTROL BMPS.
9. REFER TO TREE PLAN BY LANDSCAPE FOR REMOVAL OF ON- AND OFF-SITE TREES.
10. ANY HISTORIC MATERIALS SHALL BE NOTED AND SHALL INCLUDE A MATRIX OF THE PROPOSED DISPOSITION. UNLESS OTHERWISE PROPOSED OR REQUIRED TO BE
RE-USED WITHIN THE PROJECT, THE HISTORIC GRANITE CURBING, WALLS, AND
STAIRS LOCATED ON THE PROJECT SITE SHALL BE PRESERVED AND DELIVERED TO AN APPROVED LOCATION TO THE SATISFACTION OF THE CITY.
11. REFER TO LANDSCAPE TREE PROTECTION PLAN SHEET LP-1.3 FOR ALL EXISTING TREE TYPES AND SIZES. NO GRADING, TRENCHING, OR GROUND DISTURBING
ACTIVITIES SHALL BE CONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN (TYP) UNLESS OTHERWISE SHOWN PER PLAN.
DEMOLITION NOTES
PROTECT EXISTING TREE IN PLACE. REFER TO LANDSCAPE TREE PLAN.PROTECT PORTION OF EXISTING BLOCK WALL EXTENDING TO LIMITS OF PROPOSED TEMPORARY SHORING.
REMOVE AND PROPERLY DISPOSE OF EXISTING TREE. REFER TO LANDSCAPE TREEPLAN.REMOVE AND PROPERLY DISPOSE OF EXISTING ASPHALT PAVING.REMOVE AND PROPERLY DISPOSE OF EXISTING CONCRETE STRUCTURES.REMOVE AND PROPERLY DISPOSE OF EXISTING BUILDING STRUCTURES, FOUNDATIONS AND APPURTENANCES.
SAFELY REMOVE AND PRESERVE EXISTING HISTORIC BISHOP PEAK GRANITE CURB (APPROXIMATE LENGTH=56.5-FEET). STOCKPILE ON-SITE FOR FUTURE USE BY
REPERTORY THEATRE LANDSCAPE ARCHITECT, OR COORDINATE WITH CITY TOPRESERVE AND DELIVER TO AN APPROVED LOCATION TO THE SATISFACTION OF THE CITY. (SEE ALSO NOTE #10).
REMOVE AND PROPERLY DISPOSE OF EXISTING BRICKWORK.REMOVE AND PROPERLY DISPOSE OF EXISTING FENCE AND FOUNDATIONS.REMOVE AND PROPERLY DISPOSE OF EXISTING BLOCK WALL AND FOUNDATIONS. 123456789
10 DEMOLITION QUANTITIES
±5,600 SF RESIDENTIAL BUILDING
±29,200 SF ASPHALT PAVING
±1,300 SF BRICK PAVING±3,600 SF CONCRETE FLATWORK±1,300 LF 6" CURB ±56.5 LF HISTORIC GRANITE CURBING (SEE NOTE 10 AND DEMOLITION NOTE 7) ±650 LF BLOCK WALL±500 LF FENCE
32 TREES
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION SKY
KM
SKYSKY
AS NOTED
06/06/2022
\\RRMPZ\on-site\0701\0720-02-UR19-Palm-Nipomo-Parking-Structure-(2019)\Engineering\ConDocs\Phase 1 - Rough Grading\Sheet-Files\C-2.2 Demolition.dwg, C-2.2, Jun 06, 2022 6:08pm, kmatsumoto rrmdesign.com | (805) 543-1794
3765 S. Higuera, San Luis Obispo, CA 93401
PHASE 1B - CONSTRUCTION DOCUMENTS 0720-02-UR19 NO. DATE
SAN LUIS OBISPO, CA
DEMOLITION PLAN
C-2.2
0 40 feet
SCALE: 1" = 20'
20 60
NOTE:
THESE QUANTITIES ARE FOR REFERENCE ONLY.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO
DETERMINE ACTUAL QUANTITIES.
NOTE:
ALL EXISTING ON-SITE UNDERGROUND UTILITY
SERVICES TO BE REMOVED, STUBBED AND
CAPPED AT PROJECT FRONTAGE.
FLOW
SE-10 TYPICAL PROTECTION FOR INLET ON SUMP
-NTSEDGE OF PAVEMENT FLOW HALF-FILLED GRAVEL BAGS (2-BAGS HIGH) SPILLWAY, 1-BAG HIGH
EDGE OF PAVEMENT
FLOW FLOW
HALF-FILLED GRAVEL BAGS
(2-BAGS HIGH)
SPILLWAY,
1-BAG HIGH
SE-10 TYPICAL PROTECTION FOR INLET ON GRADE
-NTSNOTES:
1. INTENDED FOR SHORT TERM USE
2. USE TO INHIBIT NON-STORM WATER FLOWS
3. ALLOW FOR PROPER MAINTENANCE AND CLEANUP
4. BAGS MUST BE REMOVED AFTER ADJACENT OPERATION IS COMPLETE
5. NOT APPLICABLE IN AREAS WITH HIGH SILTS & WITHOUT FILTER FABRIC SE-10 STORM DRAIN INLET PROTECTION TYPE-3
-NTSDITCH 12" MIN UNLESS OTHERWISE SPECIFIED BY A GEOTECHNICAL ENGINEER CONCRETE WASHOUT 3' INSTALLATION TABLE SLOPE ROLL INTERVAL 4:1 OR FLATTER 20' O.C. BETWEEN 2:1 AND 4:1 15' O.C. 2:1 AND STEEPER 10' O.C.
STRAW BALE
(TYP)
STAKE (TYP)
STAPLE DETAIL
4"
1 8" DIA.
STEEL WIRE
2"
10 ML
PLASTIC
VARIES LINING
10' MIN.
"ABOVE GRADE"
WITH STRAW BALES
-NTSPLYWOOD
48" X 24"
PAINTED WHITE
BLACK LETTERS
5" HEIGHT
0.5" LAG
SCREWS
WOOD POST
3' x 3" x 8' 3'
CONCRETE WASHOUT
SIGN DETAIL
(OR EQUIVALENT)
BINDING WIRE
STRAW BALE
WOOD OR (TYP) METAL STAKES
(2 PER BALE)
SECTION B-B
-NTSNATIVE MATERIAL (OPTIONAL)
STAPLES
(2 PER BALE)
10 ML
PLASTIC LINING
NOTES:
1. ACTUAL LAYOUT DETERMINED IN FIELD
2. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN
30 FT. OF THE TEMPORARY CONCRETE WASHOUT FACILITY
INLET
HALF-FILLED GRAVEL BAGS
2-BAGS HIGH
(NO GAPS BETWEEN BAGS)
CONCRETE WASTE MANAGEMENT WM-8
-NTS- SE-10 STORM DRAIN INLET PROTECTION [ALTERNATE]
-NTSCRUSHED AGGREGATE
GREATER THAN 3" BUT
SMALLER THAN 6"
ORIGINAL
GRADE
SECTION A-A
-NTSMATCH EXISTING GRADE
30'
50'
OR (4x) THE CIRCUMFERENCE
OF THE LARGEST
CONSTRUCTION VEHICLE TIRE,
WHICHEVER IS GREATER.
PLAN
TC-1 STABILIZED CONSTRUCTION ENTRANCE/EXIT
-NTSA A
B B
CURB & GUTTER
HALF-FILLED
GRAVEL BAGS 50' O/C TYP.
IN FLOW LINES OF GUTTER.
(NO GAPS BETWEEN BAGS)
SE-6 GRAVEL BAGS IN FLOW LINE DETAIL
-NTSNOTES: PLACE STRAW WATTLE IN TRENCH. WATTLE TO BE TIGHTLY BUTTED END TO END BUT NOT OVERLAPPING. MINIMUM 6 STAKES PER 25' OF WATTLE. SE-5 STRAW WATTLE DETAIL -NTS3"-5" TRENCH 9" Ø x 25' LONG
STRAW WATTLE
34" x 2" x 2' WOOD STAKE IN
CENTER OF WATTLE (2" - 3"
EXPOSED AFTER DRIVING
STAKE)
FILTERFABRIC
OAK
POST
TOE-IN
DRAW CORD
NETTING
OAK POST
FILTER FABRIC
TOE-IN
SE-1 PRE-ASSEMBLED SILT FENCE
-NTSINSTALLATION PROCEDURES: 1. DIG A 6" x 6" TRENCH AT DESIRED FENCE LOCATION 2. UNROLL SILT FENCE ALONG TRENCH 3. DRIVE STAKES INTO THE DOWNHILL SIDE OF TRENCH WITH NETTING AND STAKES FACING THE DOWNHILL SIDE. 4. LAY THE BOTTOM 6" OF FABRIC INTO THE TRENCH AND FILL WITH TOP SOIL FOR PROPER TOE-IN. 5. DRAW TENSION CORD AT TOP OF FENCE AND TIE TO END STAKES. 4' MAX
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION SKY
KM
SKYSKY
AS NOTED
06/06/2022
\\RRMPZ\on-site\0701\0720-02-UR19-Palm-Nipomo-Parking-Structure-(2019)\Engineering\ConDocs\Phase 1 - Rough Grading\Sheet-Files\C-8.0 Erosion Control.dwg, C-8.0, Jun 06, 2022 6:08pm, kmatsumoto rrmdesign.com | (805) 543-1794
3765 S. Higuera, San Luis Obispo, CA 93401
PHASE 1B - CONSTRUCTION DOCUMENTS 0720-02-UR19 NO. DATE
SAN LUIS OBISPO, CA
EROSION CONTROL NOTES
C-8.0
MARSH
PACIFIC
OLN
TAIN
BROAD
HILL
U.S. 101 HIGHWAY
HIGUERA
MONTEREY
PEACH
MOUN
HILL
SANTA ROSA
PALM
MILL
NIPOMO
MILL
PALM
MONTEREY
BRIZZOLARA
DANA
GARDEN
OSOS
MORRO
CHORRO
HIGUERA
COURT
BROAD
WALNUT MORRO
OSOS
LINC
JOHNSON
PEPPER
PISMO SANTA ROSA
1. THE CONTRACTOR SHALL BE OR DESIGNATE A QUALIFIED SWPPP PRACTITIONER (QSP). THE QSP SHALL HAVE THE APPROPRIATE TRAINING AND OVERSEE ALL IMPLEMENTATION OF THE SWPPP AND ITS REQUIREMENTS. THE QSP SHALL BE RESPONSIBLE FOR ALL
INSPECTIONS AND OBSERVATIONS OF THE BMP'S AND IMPLEMENTATION OF ANY CHANGES NEEDED TO BE IN CONFORMANCE WITH THE REQUIREMENTS OF THE GENERAL PERMIT. THE QSP SHALL HOLD A PRE-CONSTRUCTION MEETING WITH ALL CONTRACTORS ANDSUBCONTRACTORS THAT WILL BE WORKING AT THE SITE AND INFORM THEM ON THE REQUIREMENTS OF THE GENERAL PERMIT AND THESWPPP.
2. THE QUALIFIED SWPPP DEVELOPER (QSD) SHALL APPROVE AND CERTIFY ALL AMENDMENTS TO THE SWPPP AND THE ANNUAL CERTIFICATIONS.
3. IF THERE ARE ANY LIMIT EXCEEDANCES OF THE GENERAL PERMIT REQUIREMENTS, THE QSP SHALL IMPLEMENT THE CHANGES NECESSARY
TO KEEP THE EXCEEDANCE FROM HAPPENING AGAIN AND REPORT THE EXCEEDANCE VIA THE SMARTS SYSTEM PER THE REQUIREMENTS OF THE GENERAL PERMIT. (SEE SWPPP)
4. IF WATER MONITORING BECOMES NECESSARY PER THE REQUIREMENTS OF THE GENERAL PERMIT, THEN THE PERSON OR PERSONS DOING THE MONITORING SHALL HAVE THE APPROPRIATE TRAINING AND QUALIFICATION TO PERFORM SUCH MONITORING.
5. EROSION CONTROL SHEET(S) SHOW THE WATER MONITORING LOCATIONS THAT HAVE BEEN CHOSEN FOR THIS SITE BY THE QSD. THE
QSP SHALL REVIEW THESE LOCATIONS AND REPORT BACK TO THE QSD IF THIS LOCATION IS DEEMED UNSAFE OR UNSUITABLE FOR ANY REASONS.
6. THE QSP SHALL ASSURE ALL SAFETY PRECAUTIONS NECESSARY HAVE BEEN IMPLEMENTED TO CONDUCT THE WATER MONITORING.
7. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (APPROXIMATELY OCTOBER 15 THROUGH APRIL 15). ADEQUATE BMP MATERIALS SHALL BE AVAILABLE AND STOCKPILED ONSITE, OR AT NEARBY LOCATIONS TO FACILITATE RAPID IMPLEMENTATION OF TEMPORARY BMP DEVICES WHEN THE FORECAST FOR RAIN IS 50% OR GREATER PER NOAA.
8. THE CONTRACTOR SHALL INSTALL TEMPORARY EROSION CONTROL BMP MEASURES AS SHOWN ON THIS PLAN AND/OR AS DIRECTED
BY THE ENGINEER OF RECORD, QSP, OR QSD TO CONTROL DRAINAGE WHICH HAS BEEN AFFECTED BY GRADING AND/OR
TRENCHING
9. THE CONTRACTOR SHALL BE ON CALL IN THE EVENT IT IS NECESSARY TO IMPLEMENT EROSION CONTROL BMP MEASURES OR IN THE EVENT OF AN EMERGENCY.
10. ALL STORMWATER CONTROL MEASURES THAT ARE IDENTIFIED IN A RAIN EVENT ACTION PLAN(REAP) SHALL BE IN PLACE 24 HRS. PRIOR TO FORECAST RAIN EVENTS.
11. AFTER A RAIN EVENT, ALL BMP'S SHALL BE INSPECTED AND ANY BUILDUP OF SEDIMENTS SHALL BE REMOVED AND DISPOSED OF IN AN APPROVED MANNER.
12. THE ENGINEER OF RECORD, QSP, QSD OR AN AUTHORIZED REPRESENTATIVE MAY REQUIRE THE DEVELOPER AT ANY TIME TO INSTALL AND/OR CONSTRUCT ADDITIONAL DRAINAGE STRUCTURES AS NECESSARY TO PREVENT OR CONTROL EROSION.
13. THE EROSION CONTROL DEVICES ON THIS PLAN ARE A GENERAL CONCEPT OF WHAT MAY BE REQUIRED. EROSION CONTROL DEVICES MAY BE RELOCATED, DELETED OR ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING ON THE ACTUAL SOIL CONDITIONSENCOUNTERED. EROSION CONTROL DEVICES MAY BE PLACED AT THE DISCRETION OF THE QSP AND/OR AS APPROVED BY THE QSD.
14. THE CONTRACTOR IS RESPONSIBLE TO KEEP AND MAINTAIN ALL EROSION CONTROL DEVICES IN PROPER WORKING ORDER AND TO MODIFY THOSE DEVICES AS SITE PROGRESS DICTATES.
15. THE CONTRACTOR SHALL MONITOR THE EROSION CONTROL DEVICES DURING STORMS AND MODIFY THEM IN ORDER TO PREVENT PROGRESS OF ANY ONGOING EROSION.
16. THE CONTRACTOR IS RESPONSIBLE FOR CLEANING ANY EROSION OR DEBRIS SPILLING ONTO A PUBLIC STREET DAILY.17. THE CONTRACTOR AND/OR QSP SHALL CONTACT THE QSD IN THE EVENT THAT THE EROSION CONTROL PLAN AS DESIGNED REQUIRES ANY SUBSTANTIAL REVISIONS.
18. DURING GRADING OPERATIONS IF AN AREA OF DISTURBANCE IS TO REMAIN IDLE FOR A PERIOD OF 2 OR MORE WEEKS, THE DISTURBED AREAS SHALL BE COVERED WITH MULCH, STRAW OR SOME OTHER TYPE OF BMP TO PREVENT EROSION DURING RAINEVENTS.
19. THE CONTRACTOR SHALL PROVIDE STREET SWEEPING ONGOING DURING CONSTRUCTION TO PREVENT ANY SEDIMENT(S) FROM BEING TRACKED OFF-SITE OR TO AREAS THAT MAY CONTRIBUTE TO SEDIMENT(S) BEING DEPOSITED INTO THE STORM DRAIN SYSTEM.
20. POST CONSTRUCTION BMP'S INCLUDING PLANTINGS, SHRUBS, GROUND COVER AND TREES AS SHOWN ON THE LANDSCAPING PLANS SHALL BE IN PLACE AS SOON AS FEASIBLE.
21. CONTRACTOR TO INSTALL SILT FENCING AT ALL PERIMETER LOCATIONS THAT HAVE THE POTENTIAL TO DISCHARGE STORMWATER OFF-SITE.
22. CONTRACTOR TO PROTECT ALL YARD AND LANDSCAPE AREA DRAINS FROM SEDIMENT(S) UNTIL LANDSCAPING IS COMPLETED AND VEGETATION ESTABLISHED.
23. GRAVEL BAGS ORIENTED TO SLOW THE FLOW OF STORM WATER RUNOFF SHALL BE PLACED IN THE CONCRETE GUTTERS IN THE ON-SITE ROADWAY TO HELP FILTER OUT ANY SEDIMENTS. THESE GRAVEL BAGS SHALL BE PLACED 50' O/C MAX. SEDIMENTS THAT ACCUMULATE AT THE GRAVEL BAGS SHALL BE REMOVED AFTER EACH RAIN EVENT.
24. THE CONTRACTOR SHALL KEEP ONE ACCEPTABLE RAIN GAUGES ON-SITE TO MONITOR RAIN EVENT TOTALS DURING CONSTRUCTION.25. THE CONTRACTOR SHALL IMPLEMENT EFFECTIVE WIND EROSION AND DUST CONTROL MEASURES.26. IN THE EVENT OF A RELEASE OF A REPORTABLE QUANTITY OF A POLLUTANT, THE CONTRACTOR SHALL ADVISE THE OWNER TO NOTIFY THE NATIONAL RESPONSE CENTER, REGIONAL WATER QUALITY CONTROL BOARD, AND THE CITY. IF NECESSARY, THIS POLLUTION PREVENTION PLAN SHOULD BE REVISED TO REFLECT THE CHANGE IN CONDITIONS OF THE CONSTRUCTION ACTIVITY. A REPORTABLE QUANTITY IS ESTABLISHED BY THE 40 CODE OF FEDERAL REGULATIONS (CRI) 1117.3 OR 40 CFR 302.4.
27. EROSION CONTROL MEASURES SHALL BE IMPLEMENTED AND MAINTAINED TO THE SATISFACTION OF THE BUILDING OFFICIAL AND PUBLIC WORKS DIRECTOR DURING ALL DEMOLITION, CONSTRUCTION AND GROUND DISTURBING ACTIVITIES.
28. STOCKPILE MANAGEMENT SHALL BE IN CONFORMANCE WITH GENERAL PERMIT AND THE CASQA BMP GUIDE.29. SEE LANDSCAPING PLANS FOR MORE INFORMATION ON POST CONSTRUCTION VEGETATION BMP'S.
30. IF DURING CONSTRUCTION DEWATERING OPERATIONS BECOME NECESSARY, ALL DEWATERING SHALL BE DONE IN COMPLIANCE WITH THE REQUIREMENTS OUTLINED THE NPDES GENERAL PERMIT AND PER THE CASQA BMP HANDBOOK FOR BMP SC-11. DISCHARGESSHALL BE TREATED FOR EXCESSIVE SEDIMENTS PRIOR TO LEAVING THE SITE AND/OR ENTERING THE CITY RIGHT-OF-WAY OR STORM DRAIN SYSTEM.
31. TEMPORARY EROSION AND SEDIMENT CONTROL BMP MEASURES SHALL REMAIN IN PLACE AND MAINTAINED UNTIL ALL PERMANENT
IMPROVEMENTS, AND FACILITIES ARE COMPLETE, PLANTINGS ARE INSTALLED, VEGETATION IS ESTABLISHED, AND THE SITE HAS BEEN DEEMED STABLE BY THE PROJECT QSP AND THERE IS NO RISK FOR EROSION OR SEDIMENT TRANSPORT ON-OR-OFFSITE. TEMPORARY MEASURES SHALL BE REMOVED PRIOR TO FINAL INSPECTION APPROVALS.
32. THE BMP'S PROPOSED ON THESE PLANS ARE INTENDED AS A GUIDELINE FOR THE CONTRACTOR. OTHER AND/OR MOVES EXTENSIVE
MEASURES MAY BECOME NECESSARY DURING CONSTRUCTION AND WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO IMPLEMENT.
GENERAL EROSION CONTROL NOTES
1. THE CONTRACTOR SHALL IMPLEMENT GOOD HOUSEKEEPING PRACTICES AS OUTLINED IN THE GENERAL PERMIT AND PER THE SWPPP.
2. THE CONTRACTOR SHALL CONDUCT AN INVENTORY OF THE PRODUCTS USED AND/OR EXPECTED TO BE USED AND THE END PRODUCTS THAT ARE PRODUCED AND/OR EXPECTED TO BE PRODUCED.
3. COVER AND BERM LOOSE STOCKPILED CONSTRUCTION MATERIALS THAT ARE NOT ACTIVELY BEING USED.
4. STORE CHEMICALS IN WATERTIGHT CONTAINERS (WITH APPROPRIATE SECONDARY CONTAINMENT TO PREVENT ANY SPILLAGE OR LEAKAGE) OR IN A STORAGE SHED (COMPLETELY ENCLOSED).
5. ALL EQUIPMENT AND VEHICLE FUELING AND MAINTENANCE PROCEDURES SHALL BE DONE IN THE AREA SHOWN ON THE SITE PLANS OR OTHER LOCATION WHERE THE APPROPRIATE BMP'S HAVE BEEN INSTALLED TO PREVENT ANY CONTAMINATION OF THE SOILS.
6. THE CONTRACTOR SHALL USE SOME TYPE OF GROUND COVER OR OTHER DEVISES TO ENSURE NO PETROLEUM PRODUCTS COME IN CONTACT WITH SOILS DURING FUELING AND MAINTENANCE.
7. THE CONTRACTOR SHALL PROVIDE APPROPRIATE CONTAINMENT AROUND ANY SANITARY TOILETS THAT PREVENT CONTAMINATION TO THE SOILS.
8. ANY BUILDING MATERIALS THAT ARE STORED ON-SITE THAT HAVE THE POTENTIAL TO CONTRIBUTE NON-VISIBLE POLLUTANTS TO THE
STORM WATER RUNOFF SHALL BE STORED IN WATERTIGHT CONTAINERS OR UNDER THE COVER OF SHELTERS THAT PROVIDE PROTECTION FROM RAINS.
9. CONSTRUCTION MATERIAL WASTES SHALL BE CLEANED UP DAILY AND STORED IN COVERED CONTAINERS PRIOR TO DISPOSAL.
10. THE CONTRACTOR HAS THE OPTION TO USE METAL RUMBLE STRIPS IN LIEU OF ROCK AT THE STABILIZED CONSTRUCTION ENTRANCE AS LONG AS IT IS IN CONFORMANCE WITH THE GENERAL PERMIT.
GOOD HOUSEKEEPING PRACTICES
THE FOLLOWING PRACTICES ARE TO BE USED AT ALL TIMES DURING CONSTRUCTION:
1. REDUCE THE AMOUNT OF DISTURBED AREA WHERE POSSIBLE.
2. USE WATER TRUCKS OR SPRINKLER SYSTEMS IN SUFFICIENT QUANTITY TO PREVENT AIRBORNE DUST FROM LEAVING THE SITE. INCREASED WATERING FREQUENCY WILL BE REQUIRED WHENEVER WIND SPEEDS EXCEED 15MPH. RECLAIMED (NON-POTABLE WATER) WATER SHOULD BE USED WHENEVER POSSIBLE.
3. PERMANENT DUST CONTROL MEASURES IDENTIFIED IN THE APPROVED PROJECT LANDSCAPE PLANS SHALL BE IMPLEMENTED AS SOON AS POSSIBLE FOLLOWING COMPLETION OF ANY SOIL DISTURBING ACTIVITIES.
4. EXPOSED GROUND AREAS THAT ARE PLANNED TO BE REWORKED AT DATES GREATER THAN ONE MONTH AFTER INITIAL GRADING SHALL BE SOWN WITH A FAST GERMINATING NATIVE GRASS SEED AND WATERED UNTIL VEGETATION IS ESTABLISHED.
5. ALL DISTURBED SOIL AREAS NOT SUBJECT TO RE-VEGETATION MUST BE STABILIZED USING APPROVED CHEMICAL SOIL BINDERS, JUTE NETTING, OR OTHER METHODS APPROVED IN ADVANCE BY THE CITY.
6. ALL ROADWAYS, DRIVEWAYS, SIDEWALKS, ETC. TO BE PAVED SHOULD BE COMPLETED AS SOON AS POSSIBLE. IN ADDITION, BUILDING PADS SHOULD BE LAID AS SOON AS POSSIBLE AFTER GRADING UNLESS SEEDING OR SOIL BINDERS ARE USED.
7. VEHICLE SPEED FOR ALL CONSTRUCTION VEHICLES SHALL NOT EXCEED 15 MPH ON ANY UNPAVED SURFACE AT THE CONSTRUCTION SITE.
8. ALL TRUCKS HAULING DIRT, SAND, SOIL, OR OTHER LOOSE MATERIAL ARE TO BE COVERED OR SHOULD MAINTAIN AT LEAST TWO FEET
OF FREEBOARD (MINIMUM VERTICAL DISTANCE BETWEEN TOP OF LOAD AND TOP OF TRAILER) IN ACCORDANCE WITH THE CALIFORNIA VEHICLE CODE SECTION 23114.
9. SWEEP STREETS AT THE END OF EACH DAY IF VISIBLE SOIL MATERIAL IS CARRIED ONTO ADJACENT PAVED ROADS. WATER SWEEPERS WITH RECLAIMED WATER SHOULD BE USED WHERE FEASIBLE.
A DESIGNATED DUST CONTROL MONITOR SHALL BE CHOSEN. THEY SHALL BE RESPONSIBLE FOR IMPLEMENTATION OF ALL DUST CONTROL MEASURES. THE MONITOR SHALL BE AVAILABLE DURING WEEKENDS AND HOLIDAYS. THE NAME AND PHONE NUMBER OF THE MONITOR SHALL BE PROVIDED TO THE CITY AND SLO COUNTY AIR POLLUTION CONTROL DISTRICT.
AIR QUALITY CONTROL NOTES
1. THE CONTRACTOR SHALL PHASE CONSTRUCTION ROUGH GRADING TO LIMIT THE SIZE OF DISTURBANCE TO AN AREA THAT CAN BE MAINTAINED WITH PROPER BMP'S DURING ANY RAIN EVENTS.
2. AFTER AN AREA HAS BEEN PAVED OR GRADED THE CONTRACTOR SHALL PROVIDE GRAVEL BAGS IN THE FLOW LINES TO FILTER SEDIMENTS FROM STORM WATER RUNOFF OR AN APPROVED EQUAL.
3. AREA DRAINS SHALL HAVE STORM DRAIN INLET PROTECTION INSTALLED DURING THE TIME BETWEEN INSTALLATION AND PLANTING OF GROUND VEGETATION PER THE PLANS OR AN APPROVED EQUAL.
4. LANDSCAPED AREAS SHALL BE COMPLETED AND SPRINKLERS INSTALLED AS SOON AS POSSIBLE AFTER GRADING OPERATIONS.
5. ANY AREAS OF DISTURBANCE THAT WILL REMAIN IDLE FOR TWO OR MORE WEEKS SHALL BE STABILIZED WITH MULCH, STRAW, HYDROSEED OR OTHER APPROPRIATE BMP COVER.
6. DURING ASPHALT PATCHING OPERATIONS, THE CONTRACTOR SHALL PROVIDE EITHER PERMANENT OR TEMPORARY PAVING IN THE AREAS OF PATCHING BY THE END OF THE WORKDAY. NO TRENCHES SHALL BE LEFT OPEN DURING TIMES OF PREDICTED RAINFALL.
7. THE AREAS SHOWN ON THE PLANS FOR MATERIAL DELIVERY & STORAGE AND CONCRETE WASTE MANAGEMENT ARE FOR REFERENCE ONLY, THE ACTUAL LOCATIONS ARE TO BE DETERMINED BY THE QSP.
8. THE BMP'S SHOWN ON THE EROSION CONTROL PLANS ARE INTENDED AS A GUIDELINE FOR THE CONTRACTOR'S QSP, IMPLEMENTATION OF THESE OR OTHER BMP'S WILL BE THE RESPONSIBILITY OF THE QSP.
9. ALL ROADWAYS SHALL BE KEPT CLEAN ON A DAILY BASIS BY MEANS OF VACUUMING OR STREET SWEEPINGS.
10. ROADWAYS THAT HAVE NOT BEEN STABILIZED WITH AGGREGATE BASE SHALL BE STABILIZED USING SOIL BINDERS, MULCH AND/OR OTHER APPROPRIATE BMP'S PRIOR TO FORECAST RAIN EVENTS.
11. PRIOR TO FORECAST RAIN EVENTS, THE QSP SHALL EVALUATE THE SITE AND ESTABLISH ADEQUATE BMP'S TO PROTECT ALL DISTURBED AREAS FROM EROSION.
12. STORM DRAIN INLET PROTECTION SHALL BE TYPE 2 DURING STORM DRAIN INSTALLATIONS, AND TYPE 3 AFTER PAVING OPERATIONS HAVE BEEN COMPLETED, (SEE BMP GUIDANCE HANDOUT IN THE SWPPP FOR MORE INFORMATION).
13. THE STRAW WATTLES SHOWN ON THESE PLANS ARE INTENDED TO REPRESENT DIFFERENT PHASES OF CONSTRUCTION. CONTRACTOR SHALL INCORPORATE THEIR USE AS NEEDED DURING CONSTRUCTION.
PHASING NOTES WDID No. __________ (PENDING)
NOT TO SCALE
VICINITY MAP
EROSION CONTROL DETAILS
PROJECT SITE
DRAIN INLET TO HAVE
FILTER FABRIC OR BASKET
DRAIN INLET TO HAVEFILTER FABRIC OR BASKET
S
S
SD
192
190
191
193
195 195
193
197
199
203
204
205
202
200
198
196
192
189
188
189
190
191
192
193
196
195
198
200
202
191
196
194
201
203
191
APN: 002-421-001
SAN LUIS OBISPO
CHILDREN'S MUSEUM
(NOT A PART)
MIXED-USE/ HOTEL
(FUTURE PROJECT)
APN: 002-421-033
LEITCHER
BUILDING
(NOT A PART)
APN: 002-412-013
HAYS-LATIMER ADOBE
(PRIVATE RESIDENCE)
(NOT A PART)
APN: 002-412-005
APARTMENTS
(NOT A PART)
APN: 002-401-010
REIS FAMILY
MORTUARY
(NOT A PART)
APN: 002-402-015
CENTRAL COAST
REALTY GROUP
(NOT A PART)
N36°15'10"W 281.64'
N53°05'37"E 214.61'
N36°28'51"W 279.70'
N53°36'43"E 213.48'
190
189
188
189
186
185
EXISTING TREES TO
REMAIN; PROTECT
IN PLACE
EXISTING OAK TO REMAIN;
PROTECT IN PLACE
APPROXIMATE BUILDING
ENVELOPE SHOWN FOR
REFERENCE ONLY
APPROXIMATE BUILDING
ENVELOPES SHOWNFOR REFERENCE ONLY
PROPOSED TREEPROTECTIONFENCING
CONSTRUCT MIN. 6" DEEP
SWALE @ 3:1 MAX. SIDE SLOPES
AND S=0.01 FT/FT MIN.
CONSTRUCT MIN. 6" DEEP
SWALE @ 3:1 MAX. SIDE SLOPES
AND S=0.01 FT/FT MIN.
FUTURE PARKING STRUCTURE UNDER
SEPARATE COVER AND SHOWN FOR
REFERENCE ONLY
PROPOSED TREE
PROTECTION FENCING
201
202
202
200
TEMPORARY SHORING (DESIGN BY OTHERS)
PERMANENT SHORING
(DESIGN BY OTHERS)
CHAMBER SYSTEM DESIGN PER
EDP CIVIL PLANS (SEE NOTE 5)
PERMANENT SHORING
(DESIGN BY OTHERS)
CHAMBER SYSTEM DESIGN PER
EDP CIVIL PLANS
CHAMBER SYSTEM DESIGN PER
EDP CIVIL PLANS (SEE NOTE 5)
FUTURE SLO REP THEATRE UNDER
SEPARATE COVER AND SHOWN FOR
REFERENCE ONLY
185
185
186
186
187
187
188
188
190
186
186
187
187
188
188
189
191
192
190
195
189
191
192
193
194
196
197
190
195
200
189
191
192
193
194
196
197
198
199
201
SWPPP BMP LEGEND
SILT FENCESTRAW WATTLE
GRAVEL BAGS
STREET SWEEPING/VACUUMINGSTORM DRAIN INLET PROTECTION
(SEE PHASING NOTES ON C-8.0)
HYDROSEEDING
STABILIZED CONSTRUCTION ENTRANCE WITH WHEEL WASH
AREA
MATERIAL DELIVERY/STORAGE AREACONCRETE WASTE MANAGEMENT AREA SE-1SE-5SE-6SE-7
SE-10
EC-4
TC-1
WM-1WM-8
__________ (PENDING)
WDID:
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION SKY
KM
SKYSKY
AS NOTED
06/06/2022
\\RRMPZ\on-site\0701\0720-02-UR19-Palm-Nipomo-Parking-Structure-(2019)\Engineering\ConDocs\Phase 1 - Rough Grading\Sheet-Files\C-8.1 Erosion Control.dwg, C-8.1, Jun 06, 2022 6:09pm, kmatsumoto rrmdesign.com | (805) 543-1794
3765 S. Higuera, San Luis Obispo, CA 93401
PHASE 1B - CONSTRUCTION DOCUMENTS 0720-02-UR19 NO. DATE
SAN LUIS OBISPO, CA
EROSION CONTROL PLAN
C-8.1
0 40 feet
SCALE: 1" = 20'
20 60
NOTE:
THIS PLAN ACCURATE FOR
EROSION CONTROL PLAN ONLY.NOTE:
REFER TO EROSION CONTROL
NOTES ON SHEET C-8.0 FOR BMPDETAILS ON THIS SHEET.
CITY SPECIFICATION NO.
DATE:
PROJECT TITLE:
SHEET TITLE:
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION SKY
KM
SKYSKY
AS NOTED
06/06/2022
\\RRMPZ\on-site\0701\0720-02-UR19-Palm-Nipomo-Parking-Structure-(2019)\Engineering\ConDocs\Phase 1 - Rough Grading\Sheet-Files\C-9.x Conditions of Approval.dwg, C-9.1, Jun 06, 2022 6:09pm, kmatsumoto rrmdesign.com | (805) 543-1794
3765 S. Higuera, San Luis Obispo, CA 93401
PHASE 1B - CONSTRUCTION DOCUMENTS 0720-02-UR19 NO. DATE
SAN LUIS OBISPO, CA
CONDITIONS OF APPROVAL
C-9.1
COA No. COA No. Sub Agency Condition Mitigation Measures Phase Drawing # 1 Findings
The project will not be detrimental to the health, safety, or welfare of those working or residing in the vicinity since the proposed project is consistent with the site's Downtown Commercial zoning designation and will be subject to
conformance with all applicable building, fire, and safety codes.
N/A N/A
2 General Plan
Amendment Findings
The proposed General Plan Amendment is consistent with
policy direction for the area included in the General Plan, and in particular with the following General Plan policies:
LUE Policy 4.1, because the project provides off-site parking, civic, cultural, entertainment and mixed- use opportunities for Downtown; LUE Policies 4.3, 5.2.2, 5.2.3, and 5.2.5, which promote the development of Entertainment and
Cultural Facilities in the downtown; and LUE Policy 4.14 and Circulation Element policy 13.2.4 which support the construction of parking structures.
N/A N/A
3 General Plan
Amendment Findings
The General Plan Amendment allows for the
implementation of the proposed project by updating the
City's General Plan land use map to reflect the development anticipated by the proposed Palm Nipomo Parking
Structure Project.
N/A N/A
4 General Plan
Amendment Findings
The site is physically suited for the proposed project
because the project is consistent with the 2017 Downtown Concept Plan.
N/A N/A
5 Architectural Design
Findings
The proposed new building is consistent with Historic
Preservation Program Guidelines Section 3.2.1 because the building is designed to be architecturally compatible with Downtown Historic District structures.
N/A N/A
6 Architectural Design
Findings
The project design maintains consistency with the
Community Design Guidelines Chapter 4 ( Downtown
Design Guidelines), Sections 4.2 ( A-D) by providing: human scale and proportion, architectural design that
complements the character of the surrounding
neighborhood, transparency and provides architectural
interest on all four sides of the building.
N/A N/A
7 Architectural Design
Findings
The project design is consistent with the Community Design Guidelines Section 6.3(A-B, D-E) because the project
includes convenient pedestrian linkages to the sidewalk along each street, pedestrian access and alternative paving materials while minimizing "vast seas of parking" by
proposing a structure as opposed to surface parking lots.
N/A N/A
8 SLO Rep Theatre
Architectural Design
Findings
The proposed new building is consistent with Historic
Preservation Program Guidelines
Sections 3.2.1 and 5.2.2 because the building is designed to be architecturally compatible
with Downtown Historic District structures.
This will be addressed in a separate
submittal by SLO Rep Theatre N/A
9 SLO Rep Theatre
Architectural Design
Findings
The project design maintains consistency with the
Community Design Guidelines Chapter
4 ( Downtown Design Guidelines), Sections 4.2 ( A-D) by providing: human scale and
proportion, various upper story setbacks, includes similar vertical elements that are found
in the surrounding architecture of the existing buildings, an architectural design that
complements the character of the surrounding
neighborhood, transparency is included in
the front fa~ade with the inclusion ofglass curtain walls and provides architectural interest
on all four sides ofthe building.
Palm Nipomo Parking Structure Use Permit Fin
This will be addressed in a separate
submittal by SLO Rep Theatre N/A
10 Use Permit Findings
The proposed use is allowed with a use permit within the Downtown Commercial ( C-D) zone and complies with all
other applicable provisions of the Zoning Regulations.
N/A N/A
11 Use Permit Findings
The proposed parking structure use is located where a
parking structure is called out on the 2017 Downtown
Concept Plan.
N/A N/A
12 Use Permit Findings
The parking structure use is consistent with LUE policy 4.14 and Circulation Element policy 13.2.4 that state that any major increases in parking should take the form of a
structure located at the edge of the commercial core and that additional parking should be supported by a parking study.
N/A N/A
13 Use Permit Findings
The site is physically suitable in terms of its design, location, shape, size, and operating characteristics of the proposed use; traffic generation and the provision of public and emergency vehicle access; public protection services; and the provision of utilities.
N/A N/A
14 Use Permit Findings
The establishment and subsequent operation or conduct of the use will not, because of the circumstances and
conditions applied in the particular case, be detrimental to the health, safety or welfare of the general public or
persons residing or working in the neighborhood of the use, or be detrimental or injurious to property or improvements in the vicinity of the use.
N/A N/A
15 SLO Rep Theatre Use
Permit Findings
The proposed use is allowed with a use permit within the Downtown Commercial ( C-D)
zone and complies with all other applicable provisions ofthe Zoning Regulations.
This will be addressed in a separate
submittal by SLO Rep Theatre
16 SLO Rep Theatre Use
Permit Findings
The proposed SLO Rep Theatre use is located where a
theater is called out on the 2017
Downtown Concept Plan.
This will be addressed in a separate
submittal by SLO Rep Theatre
17 SLO Rep Theatre Use
Permit Findings
The proposed SLO Rep Theatre use is consistent with LUE policies 5.2.2, 5.2.3, and 5.2.5
because the theater will be located near Mission Plaza
along Monterey Street in the Cultural
Facilities Area.
This will be addressed in a separate
submittal by SLO Rep Theatre
18 SLO Rep Theatre Use
Permit Findings
The site is physically suitable in terms of its design, location, shape, size, and operating
characteristics of the proposed use; traffic generation and the provision of public and
emergency vehicle access; public protection services; and the provision ofutilities.
This will be addressed in a separate
submittal by SLO Rep Theatre
19 SLO Rep Theatre Use
Permit Findings
The establishment and subsequent operation or conduct of the use will not, because ofthe
circumstances and conditions applied in the particular case, be detrimental to the health,
safety or welfare ofthe general public or persons residing or working in the neighborhood
ofthe use, or be detrimental or injurious to property or improvements in the vicinity ofthe
use.
This will be addressed in a separate
submittal by SLO Rep Theatre
20 Deviation from height
and F.A.R. Findings
The proposed increase in height and F.A.R. for the project is consistent with 2018 Zoning Regulations Section 17.86.200 (Parking as a Primary Use) that states, Where parking as a primary use is permitted in compliance with Table 2-1: Uses Allowed by Zone... discretionary permit approval may
include deviations from otherwise applicable development standards because the parking structure is designed to
meet certain building and engineering standards.
N/A N/A
1 General Plan
Amendment and
Rezone
The General Plan shall be amended as shown in Exhibit A. N/A N/A 2 General Plan
Amendment and
Rezone
The Amendment shall apply only to the properties currently proposed to be occupied by the Project, i.e. to the Project site.
N/A N/A
3 Planning Division
Final project design and construction drawings submitted for a building permit shall be in substantial compliance with the project description and plans approved by the City
Council. A separate, full-size sheet shall be included in working drawings submitted for a building permit that lists all conditions of project approvals listed and mitigation measures in the MMRP as sheet number 2. Furthermore, as identified in the EIR, environmentally mitigating project features shall be included in the final project design.
Sheets containing conditions and
approvals and mitigations
measures are included in
submission drawings
PH 1B/2. A0.X
4 Planning Division
Reference shall be made in the margin of listed items as to where in plans requirements are addressed. Any change to approved design, colors, materials, landscaping, or other conditions of approval must be approved by the Director or Architectural Review Commission, as deemed appropriate.
This will be addressed in a separate
submittal PH 2.
5 Planning Division
Plans submitted for a building permit shall call out the colors and materials of all proposed building surfaces and other improvements.
This will be addressed in a separate
submittal PH 2. A3.1 & A3.2
6 Planning Division
The building plan submittal shall include privacy screening that will restrict the ability for users of the parking structure to overlook into the adjacent property while using the
southeastern stairway to the satisfaction of the Community Development Director.
This will be addressed in a separate
submittal PH 2. A2.3, A2.4, A2.5, A3.1, A8.2,
7 Planning Division
The locations of all exterior lighting, including bollard style landscaping or path/parking lighting, shall be included in plans submitted for a building permit. All wall-mounted lighting fixtures shall be clearly called out on building elevations included as part of working drawings. All
wall-mounted lighting shall complement building
architecture, subject to the approval of the Community
Development Director. The lighting schedule for the
building shall include a graphic representation of the
proposed lighting fixtures and cut sheets on the submitted building plans . The selected fixture( s) shall be shielded to ensure that light is directed downward consistent with the requirements of the City's Night Sky Preservation standards contained in Chapter 17 .23 of the 2015 Zoning Regulations.
This will be addressed in a separate
submittal PH 2. LC plans
8 Planning Division
Plans submitted for a building permit shall clearly state the type/model of bicycle racks proposed, location and
dimensions of all 32 short and long-term bicycle parking spaces. All long-term bicycle parking spaces shall be located within the parking structure. Sufficient detail shall be provided about the placement and design of bike racks to demonstrate compliance with relevant Engineering
Standards and Community Design Guidelines and this
condition of approval, to the satisfaction of the Public Works and Community Development Directors.
This will be addressed in a separate
submittal PH 2. LC plans, A4.1
9 Planning Division
Plans submitted for a building permit shall include window details indicating the type of materials for the window grids, their dimensions, and colors. Plans shall demonstrate the use of high-quality materials for the window grids that reflect the architectural style of the project to the approval of the Community Development Director.
This will be addressed in a separate
submittal PH 2. A3 Series, A5 series
10 Planning Division
Mechanical and electrical equipment shall be located
internally to the structure or site. With submittal of working drawings, the applicant shall clearly show the location and sizes of any proposed condensers and other mechanical
equipment. If any mechanical equipment is to be placed on the roof, plans submitted for a building permit shall confirm that parapets or other roof features will adequately screen them. A line-of-sight diagram may be required to confirm that proposed screening will be adequate. This condition applies to initial construction and later improvements.
This will be addressed in a separate
submittal PH 2. A1.1 A3.2
CITY SPECIFICATION NO.
DATE:
PROJECT TITLE:
SHEET TITLE:
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION SKY
KM
SKYSKY
AS NOTED
06/06/2022
\\RRMPZ\on-site\0701\0720-02-UR19-Palm-Nipomo-Parking-Structure-(2019)\Engineering\ConDocs\Phase 1 - Rough Grading\Sheet-Files\C-9.x Conditions of Approval.dwg, C-9.2, Jun 06, 2022 6:09pm, kmatsumoto rrmdesign.com | (805) 543-1794
3765 S. Higuera, San Luis Obispo, CA 93401
PHASE 1B - CONSTRUCTION DOCUMENTS 0720-02-UR19 NO. DATE
SAN LUIS OBISPO, CA
C-9.2
CONDITIONS OF APPROVAL
11 Planning Division
The location of any required backflow preventer and
double- check assembly shall be shown on all site plans submitted for a building permit and shown and called out on the landscaping plans. Construction plans shall also include a scaled diagram of the equipment proposed.
Where possible, as determined by the Utilities Director, equipment shall be located inside the building within 20 feet of the front property line. Where this is not possible, as determined by the Utilities Director, the back-flow
preventer and double- check assembly shall be located in the street yard and screened using a combination of paint color, landscaping and, if deemed appropriate by the
Community Development Director, a low wall. The size and configuration of such equipment shall be subject to review and approval by the Utilities and Community Development Directors.
This will be addressed in a separate
submittal PH 2.
LI Plans for
backflow and LP for
screening
12 Planning Division
A final landscaping plan, including irrigation details and plans, shall be submitted to the Community Development
Department along with working drawings. The legend for
the landscaping plan shall include the sizes and species of all groundcovers, shrubs, and trees with corresponding
symbols for each plant material showing their specific
locations on plans. Street trees species shall comply with City standards and may include palm trees.
This will be addressed in a separate
submittal PH 2. LP and LI Plans
13 Engineering Division
The Parking Structure shall conform to the overall proposed campus designs and approvals for the Palm Nipomo Parking Structure Project and any subsequent agreements between the SLO Rep Theatre and the City. The project shall also conform to previously approved bulb-out and crossing
designs for the Monterey Place project located at 667
Monterey.
This will be addressed in a separate
submittal PH 2.
14 Engineering Division
The project address should be established prior to building permit application if possible. Otherwise, the address will be established during permit review and prior to permit issuance.
The lot merger application,
document and forms have been
submitted to the City. Waiting for
the City to establish project
address.
PH 1B
15 Engineering Division
A separate demolition plan and permits are required for the structures located on the project site. The plan shall include an inventory of all improvements located on the City parcel and within the public right-of-way. Any historic materials shall be noted and shall include a matrix of the proposed disposition. Unless otherwise proposed or required to be re-used within the project, the historic granite curbing, walls, and stairs located on the project site shall be
preserved and delivered to an approved location to the
satisfaction of the City.
Per City's direction, the demolition
plan is part of the Phase 1 package.
It includes an inventory and notes
to preserve the existing historic
Bishop Peak granite curb for future
use by the SLO Rep Theatre
landscape architect.
PH 1B CIVIL SHEET C-2.2
16 Engineering Division
The demolition plans shall show the location of all existing utilities. Existing utilities shall be approved for re-use or shall be abandoned per City Engineering Standards. The
applicant should confirm whether any utilities remain from the previous demolition of the structure(s) located on the project site. City improvement plan records and/or sewer mainline televising records are available upon request.
The demolition plans shows and
lists all existing on-site utilities to
be removed. All existing utility
services within the City ROW will
be removed or capped and
abandoned in place as part of
Phase 2. Otto Electrical is
preparing an electrical plan for the
PG&E rerouting and other Phase 2
components.
PH 1B CIVIL SHEET C-2.2
17 Engineering Division
A lot line adjustment or merger shall be processed by a separate Planning application through the Planning Division to remove the underlying property lines. Unless otherwise specifically approved for deferral by the City, all underlying parcels shall be merged prior to building permit issuance.
The lot merger application,
document and forms have been
submitted to the City. Waiting for
the City to establish project
address.
PH 1B/2.
18 Engineering Division
Projects involving the construction of new structures
generally requires that complete frontage improvements be installed or that existing improvements be upgraded per city standard. MC 12.16.050
This will be addressed in a separate
submittal PH 2.
19 Engineering Division
New curb, gutter, sidewalk, curb ramps, bulb-outs, street parking, signage, striping, parking meters, street tree plantings, street lighting, demolitions, etc. shall be
completed as a condition of the project. Except where
standard streetlights are required, the frontage
improvements shall include new pedestrian level
streetlights per the approved master plan and City
Engineering Standards.
This will be addressed in a separate
submittal PH 2. LC and LP plans
20 Engineering Division
The project is located within the Mission Style Sidewalk District of downtown. Unless otherwise directed and
approved by the Public Work or Community Development
Directors, all new or replaced improvements shall be
constructed in the Mission Style per City Engineering
Standards.
This will be addressed in a separate
submittal PH 2. LC plans
21 Engineering Division
All proposed street furniture shall conform to City
Engineering Standards and Community Design Guidelines.
Final furniture placement and aesthetics shall consider need, phasing, pedestrian circulation, line-of-sight, and future maintenance. The proposed furniture and layout
shall be approved to the satisfaction of the Public Works and Community Development Directors.
This will be addressed in a separate
submittal PH 2. LC plans
22 Engineering Division
City Engineering standards include a preference for
parkways over integral sidewalks where adequate sidewalk width is available and street parking has been removed. The final design for the Nipomo Street frontage shall consider whether parkways or tree plantings in tree wells is
preferred. Direction on this item shall be approved to the satisfaction of Public Works and Community Development
Directors.
This will be addressed in a separate
submittal PH 2. LC plans
23 Engineering Division
The street tree and landscape planting plan shall consider line of sight for vehicles and pedestrians. Unless approved by the City, new tree plantings along Nipomo should be
located near the face of curb per City Engineering
Standards.
This will be addressed in a separate
submittal PH 2. LP plans
COA No. COA No. Sub Agency Condition Mitigation Measures Phase Drawing # 24 Engineering Division
The improvement plans and building plan submittal shall include all sidewalk dimensions and clearances. Pedestrian clear space shall be shown along Nipomo for the existing street trees to remain within the widened sidewalk.
Clearances shall be shown to both the face of curb, interim patio improvements, and to the face of the future office addition. The commercial/residential addition plans may need to show a building or building entry in consideration of the existing trees to provide for minimum pedestrian passage widths.
This will be addressed in a separate
submittal PH 2. LC and LP plans
25 Engineering Division
As recommended by the Planning Commission, the liner
building should be used for housing and staff is directed to evaluate the feasibility of moving forward with a
public/private partnership to entitle and develop housing on this portion of the site, to be built after construction of the parking structure is completed.
This will be addressed in a separate
submittal PH 2.
26 Engineering Division
The final street width and sidewalk widening along Nipomo may need to be adjusted to accommodate a bulb-out for
the driveway approach into the garage and for the
pedestrian crossing at Dana.
This will be addressed in a separate
submittal PH 2.
27 Engineering Division
The decorative crosswalks shall conform to the City
Engineering Standards in effect or in an approved draft form at the time of construction. Flashers for the
uncontrolled crossings shall be approved by the Public
Works Department. Unless, solar powered equipment is
specifically approved at one or more locations, secondary power shall be provided to activate the flashers.
This will be addressed in a separate
submittal PH 2. LC plans
28 Engineering Division
Any proposed phasing of the public improvements shall be approved by the City. If phased, interim improvements may be required to provide a reasonable transition between
adjoining projects.
The project will be submitted as
two separate permits.
Permit/phase one will include site
demolition and preparation.
Permit/phase two will include the
parking strucuture and off site
improvement works. The permit
and construction of the SLOREP
Theatre will be a separate phase
and application by others
PH 1B/2. CIVIL SHEET C-2.2
29 Engineering Division
The required public improvements may be shown with the
building permit submittal or could be processed as a
separate public improvement plan. The on-site plans and off-site plans shall agree. Unless otherwise approved by the City, the building permit plans shall not be approved or permits issued until the adjoining public improvements are approved. Record plans shall be provided for the work
within the public right-of-way at the completion of the project.
This will be addressed in a separate
submittal PH 2. LC, LI, and LP plans
30 Engineering Division
The building plan submittal shall include a complete site, grading, drainage, and utility plan. If proposed grading, drainage, and utilities are to be permitted under a separate submittal, this information shall be shown " for reference only" on the building plan submittal. The plan shall show all existing and proposed underground and overhead utilities for reference. All utility company meters, vaults,
equipment, and transformers shall be shown for reference.
This will be addressed in a separate
submittal PH 2.
31 Engineering Division
All new wire utilities shall be underground. Unless
otherwise approved by the City, the underground service( s) shall be achieved without use of utility poles within the public right-of-way.
Noted and met. The demolition
shows and lists all existing on-site
utilities to be removed. All existing
utility services within the City ROW
will be removed or capped and
abandoned in place as part of
Phase 2. Otto Electrical is
preparing an electrical plan for the
PG&E rerouting and other Phase 2
components.
PH 1B CIVIL SHEET C-2.2
32 Engineering Division
The required POE service work and their preliminary design memo shall be reviewed and approved by the City and the engineer of record prior to commencing with final designs.
The final PGE handout package shall be approved prior to building permit issuance or shall be listed as a deferred submittal item. The plan shall clarify how secondary servicewill be maintained or re-served to the remaining properties to the east.
This will be addressed in a separate
submittal PH 2.
33 Engineering Division
The demolition plan, topo plan, and/or site electrical plan shall show all existing joint poles, parking lot lighting, light numbers and wattage, POE services, and tele-com services.
The plans shall include JP/SL #1561, SL pole
#1741/120388413, and JP # 643/110368243.
This will be addressed in a separate
submittal PH 2.
34 Engineering Division
JP # 643 appears to carry secondary power and tele-com to serve the Palm and Monterey properties to the east from their respective rear yards. The lines appear to terminate at JP /SL 1499/120388414 located within City Parking Lot #9.
The plans shall clarify how service will be maintained to the existing services. If service can be reserved from JP # 1499 in Parking Lot # 9, existing off-site JP # 643 would become a terminal pole and might be abandoned in favor of a new
pole and guy located off the common property line.
This will be addressed in a separate
submittal PH 2.
35 Engineering Division
Handrails for any on-site stairs or ramps shall not encroach into the public right-of-way or public sidewalk area and shall comply with current Americans with Disabilities Act (ADA) code.
This will be addressed in a separate
submittal PH 2. LC Plans
CITY SPECIFICATION NO.
DATE:
PROJECT TITLE:
SHEET TITLE:
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION SKY
KM
SKYSKY
AS NOTED
06/06/2022
\\RRMPZ\on-site\0701\0720-02-UR19-Palm-Nipomo-Parking-Structure-(2019)\Engineering\ConDocs\Phase 1 - Rough Grading\Sheet-Files\C-9.x Conditions of Approval.dwg, C-9.3, Jun 06, 2022 6:09pm, kmatsumoto rrmdesign.com | (805) 543-1794
3765 S. Higuera, San Luis Obispo, CA 93401
PHASE 1B - CONSTRUCTION DOCUMENTS 0720-02-UR19 NO. DATE
SAN LUIS OBISPO, CA
C-9.3
CONDITIONS OF APPROVAL
36 Engineering Division
The building plan submittal and project drainage report shall show and note compliance with the Drainage Design Manual, Floodplain Management Regulation, and the Post
Construction Stormwater Regulations. The stormwater
BMP's shall be located outside the public right-of-way
unless otherwise specifically approved by the City. The PCR compliance approach and strategy shall consider how the treatment of runoff from the altered or replaced public improvements will be managed. Some stormwater BMP's
designed to treat runoff from public streets and sidewalks may be located within the Public right-of-way.
EDP has prepared the on-site
Phase 1 stormwater mitigation
design, plans and stormwater
control plan (SWCP). See EDP
plans for reference. Roadside
biofiltration stormwater mitigation
planters are proposed at the
Nipomo and Palm Street
intersection to treat the replaced
impervious areas from the public
improvements. See the Phase 2
street improvement plans.
PH 1B/2. EDP SHEETS D-1.0 TO D-4.3
37 Engineering Division
The building plan submittal shall clarify whether the lower floor of the parking structure and future commercial/
residential structure are located above the base flood
elevation BFE). If not, the structure and openings shall be floodproofed and constructed of flood resistant materials.
All building service equipment and elevators shall be
located outside the mapped flood zone, 1' above the BFE, or floodproofed to 1' above the BFE.
This will be addressed in a separate
submittal PH 2.
38 Engineering Division
The building plan submittal shall include a complete grading and drainage plan. The plan shall evaluate whether there is existing run-on from the neighboring upslope properties.
The plans shall clarify the extent of any run-on and shall clarify how the drainage will be collected and conveyed to an approved outlet. A portion of the roof from an adjoining structure with a zero setback appears to discharge onto this site. An analysis of the entire limits of the watershed tributary to the easterly property line will be required.
There is no off-site run-on to the
site. EDP has prepared the on-site
Phase 1 stormwater mitigation
design, plans and stormwater
control plan (SWCP). See EDP
plans for reference.
PH 1B EDP SHEETS D-1.0 TO D-4.3
39 Engineering Division
The building plan submittal shall include a complete tree summary showing all existing trees, tree diameters, species, and proposed disposition. The plan shall include trees on neighboring properties with tree canopies/root zones that may encroach into the area of construction disturbance. A tree preservation plan shall be provided as part of the building plans to clarify how all trees proposed to remain will be protected during demolition and construction.
This will be addressed in a separate
submittal PH 2. LP plans
40 Engineering Division
Street trees are required as a condition of the building permit. The landscape and irrigation plans shall show
irrigation improvements and sleeves under the sidewalk to provide irrigation to any parkway plantings and/or tree wells. Street tree species and plantings shall be in
accordance with the City Engineering Standards and may
include palm trees.
This will be addressed in a separate
submittal PH 2. LI and LP Plans
41 Transportation
Division
The proposed uncontrolled crosswalks on Nipomo Street
and Monterey Street shall be designed to include features such as flashers, decorative pavement treatment, warning signage, pavement markings, and bulb outs similar to other crosswalks in the downtown area. The specific design
treatments at all proposed crosswalks shall be approved by the City Public Works Department in conjunction with
review off the public improvement plans.
This will be addressed in a separate
submittal PH 2. LC Plans
42 Transportation
Division
Design of proposed bulb outs, driveways and other
intersection geometric modifications shall include vehicle turning path analysis using appropriate design vehicles as identified in the City's Engineering Standards to the
satisfaction of the Public Works Director. Designs shall consider placement of street trees, landscaping and other vertical features near intersections, driveways and
pedestrian crossings in order to maintain adequate sight distance per City Engineering Standards .
This will be addressed in a separate
submittal PH 2. LC and LP Plans
43 Transportation
Division
Sidewalk landscaping, street furniture and/or other
elements shall be designed to discourage pedestrian
crossings of Nipomo Street at the northeast comer of the Nipomo Street/Monterey Street intersection, the
southwest comer of the Nipomo Street/Dana Street
intersection, and the southeast comer of the Nipomo
Street/Palm Street intersection.
This will be addressed in a separate
submittal PH 2. LC and LP plans
44 Transportation
Division
Frontage improvements shall include installation of
standard streetlights and downtown pedestrian lighting per City Standards to the satisfaction of the Public Works
Director.
This will be addressed in a separate
submittal PH 2. LC Plans
45 Transportation
Division
Consistent with Mitigation Measure T-1 per the project's Final EIR, prior to issuance of each building permit, the construction contractor( s) shall develop a construction management plan for review and approval of the
Community Development and Public Works Departments to
identify traffic management strategies to address traffic congestion, construction staging/ traffic control, parking demand and other transportation concerns related to
project construction activities.
A construction management plan
will be submitted for review by the
appointed contracting team
Post Bid
Stage
46 Transportation
Division
Where frontage improvements are proposed, sidewalks
shall have a minimum of eight (8) feet clear width, unless otherwise approved by the Public Works Director.
This will be addressed in a separate
submittal PH 2. LC Plans
47 Transportation
Division
Consistent with Mitigation Measure T-3 per the project's Final EIR, the public improvement plans shall incorporate improvements to the Dana Street/Nipomo and Monterey
Street/Nipomo Street intersections to enhance pedestrian safety and accessibility. At a minimum, the public
improvements shall include the following elements to the satisfaction of the Public Works Director:
This will be addressed in a separate
submittal PH 2.
47 a
Transportation
Division
High-visibility crosswalk markings or other intersection enhancements , with directional curb ramps across Nipomo Street from the northwest comer of Dana Street/ Nipomo
Street to the southwest comer of the parking structure.
This will be addressed in a separate
submittal PH 2. LC Plans
47 b
Transportation
Division
High-visibility crosswalk markings or other intersection enhancements, with directional curb ramps across Nipomo Street from the southeast comer of Monterey
Street/Nipomo Street across Nipomo Street.
This will be addressed in a separate
submittal PH 2. LC Plans
47 c
Transportation
Division
Standard crosswalks or other intersection enhancements, with directional curb ramps across Monterey Street and
Dana Street where they intersect with Nipomo Street.
This will be addressed in a separate
submittal PH 2. LC Plans
47 d
Transportation
Division
Reduce comer curb radii on the southwest comer of Dana
Street/ Nipomo Street and the northeast comer of
Monterey Street/ Nipomo Street.
This will be addressed in a separate
submittal PH 2.
48 Transportation
Division
Final designs for the Palm Street access driveway to the parking structure shall be refined to provide acceptable visibility sight triangles for both vehicular traffic on Palm Street and pedestrians crossing the driveway.
This will be addressed in a separate
submittal PH 2. LC and LP Plans
49 Utilities
The proposed utility infrastructure shall comply with the latest engineering design standards effective at the time the building permit is obtained and shall have reasonable alignments needed for maintenance of public
infrastructure.
This will be addressed in a separate
submittal PH 2.
50 Utilities The project shall construct a new sewer lateral and water services for the proposed use. This will be addressed in a separate submittal PH 2.51 Utilities
Revisions to the existing sewer and water infrastructure, that may result from the proposed land use modifications, shall be completed to the satisfaction of the Utilities Director to minimize impacts to operations and
maintenance of the services.
This will be addressed in a separate
submittal PH 2.
52 Utilities
Underground dewatering systems for basements shall
discharge to an on-site retention system or shall obtain an environmental compliance permit prior to issuance of an occupancy permit.
This will be addressed in a separate
submittal PH 2.
53 Utilities
Final grades and alignments offal public and/or private water, and sewer services shall be approved to the
satisfaction of the Utilities Department. The final location, configuration, and sizing of on-site service laterals and meters shall be approved by the Utilities Director in
conjunction with the review of the building plans, fire sprinkler plans, and/or public improvement plans.
This will be addressed in a separate
submittal PH 2.
54 Utilities
Projects generating more than two cubic yards of total
waste shall comply with AB 1826, and local waste
management ordinance to reduce greenhouse gas
emissions. Trash enclosure(s) shall conform the
requirements by the San Luis Garbage Company and refuse bins shall be sized to provide a reasonable level of service.
Separate refuse bins shall be accommodated within the site for waste, recycling, and organics.
This will be addressed in a separate
submittal PH 2.
55 Utilities
Tree wells shall maintain a 10-foot clearance to the existing sewer and water mains. New curbs along the frontage
improvements shall maintain a 2-foot clearance between
the lip of gutter and the existing sewer or water mains.
This will be addressed in a separate
submittal PH 2. LP Plans
56 SLO Rep Theatre
Architectural Design
Planning Division -
Community
Development
Department
The applicant shall defend, indemnify, and hold harmless the City and/or its agents,
officers, and employees from any claim, action, or
proceeding against the City and/or its
agents, officers, or employees to attack, set aside, void, or annul the approval by the City
of this project, and all actions relating thereto, including but not limited to environmental
review (" Indemnified Claims"). The City shall promptly notify the applicant of any
Indemnified Claim upon being presented with the
Indemnified Claim, and City shall fully
cooperate in the defense against an Indemnified Claim.
This will be addressed in a separate
submittal by SLO Rep Theatre N/A
57 SLO Rep Theatre
Architectural Design
Planning Division -
Community
Development
Department
Final project design and construction drawings submitted for a building permit shall be in
substantial compliance with the project description and plans approved by the City Council.
A separate, full-size sheet shall be included in working drawings submitted for a building
permit that lists all conditions of project approvals listed and mitigation measures in the
MMRP as sheet number 2. Furthermore, as identified in the EIR, environmentally
mitigating project features shall be included in the final project design.
This will be addressed in a separate
submittal by SLO Rep Theatre N/A
58 SLO Rep Theatre
Architectural Design
Planning Division -
Community
Development
Department
Reference shall be made in the margin oflisted items as to where in plans requirements are
addressed. Any change to approved design, colors,
materials, landscaping, or other
conditions of approval must be approved by the Director or Architectural Review
Commission, as deemed appropriate.
This will be addressed in a separate
submittal by SLO Rep Theatre N/A
59 SLO Rep Theatre
Architectural Design
Planning Division -
Community
Development
Department
The design ofthe proposed SLO Rep Theatre shall be
consistent with the proposed fa~ade
redesign included in the plans submitted as part of the Planning Commission staff report
dated October 23, 2019. The building permit submittal shall accurately show the location
ofall the terra cotta tiles and which colors will be located where.
This will be addressed in a separate
submittal by SLO Rep Theatre N/A
60 SLO Rep Theatre
Architectural Design
Planning Division -
Community
Development
Department
Plans submitted for a building permit shall call out the colors and materials ofall proposed
building surfaces and other improvements.
This will be addressed in a separate
submittal by SLO Rep Theatre N/A
COA No. COA No. Sub Agency Condition Mitigation Measures Phase Drawing #
CITY SPECIFICATION NO.
DATE:
PROJECT TITLE:
SHEET TITLE:
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION SKY
KM
SKYSKY
AS NOTED
06/06/2022
N:\0701\0720-02-UR19-Palm-Nipomo-Parking-Structure-(2019)\Engineering\ConDocs\Phase 1 - Rough Grading\Sheet-Files\C-9.x Conditions of Approval.dwg, C-9.4, Jun 06, 2022 6:09pm, kmatsumoto rrmdesign.com | (805) 543-1794
3765 S. Higuera, San Luis Obispo, CA 93401
PHASE 1B - CONSTRUCTION DOCUMENTS 0720-02-UR19 NO. DATE
SAN LUIS OBISPO, CA
C-9.4
CONDITIONS OF APPROVAL
61 SLO Rep Theatre
Architectural Design
Planning Division -
Community
Development
Department
The locations of all exterior lighting, including bollard style landscaping or path/parking
lighting, shall be included in plans submitted for a building permit. All wall-mounted
lighting fixtures shall be clearly called out on building elevations included as part of
working drawings. All wall-mounted lighting shall
complement building architecture,
subject to the approval ofthe Community Development
Director. The lighting schedule for
the building shall include a graphic representation ofthe proposed lighting fixtures and cut
sheets on the submitted building plans. The selected
fixture( s) shall be shielded to ensure
that light is directed downward consistent with the
requirements of the City's Night Sky
Preservation standards contained in Chapter 17 .23 ofthe 2015 Zoning Regulations.
This will be addressed in a separate
submittal by SLO Rep Theatre N/A
62 SLO Rep Theatre
Architectural Design
Planning Division -
Community
Development
Department
Plans submitted for a building permit shall clearly state the type/model of bicycle racks
proposed, location and dimensions of all 13 short and
long-term bicycle parking spaces.
All long-term bicycle parking spaces shall be located within the building. Sufficient detail
shall be provided about the placement and design ofbike racks to demonstrate compliance
with relevant Engineering Standards and Community Design Guidelines, to the satisfaction
ofthe Public Works and Community Development Directors.
This will be addressed in a separate
submittal by SLO Rep Theatre N/A
63 SLO Rep Theatre
Architectural Design
Planning Division -
Community
Development
Department
Plans submitted for a building permit shall include window details indicating the type of
materials for the window frames and mullions, their
dimensions, and colors. Plans shall
include the materials and dimensions of all lintels, sills, surrounds recesses and other
related window features. Plans shall demonstrate the use of high-quality materials for the
windows that reflect the architectural style of the project and are compatible with the
neighborhood character, to the approval ofthe Community Development Director.
This will be addressed in a separate
submittal by SLO Rep Theatre N/A
64 SLO Rep Theatre
Architectural Design
Planning Division -
Community
Development
Department
Mechanical and electrical equipment shall be located
internally. With submittal ofworking
drawings, the applicant shall include sectional views of the building, which clearly show
the sizes of any proposed condensers and other mechanical equipment. Ifany condensers
or other mechanical equipment is to be placed on the roof, plans submitted for a building
permit shall confirm that parapets and other roof features will adequately screen them. A
line-of-sight diagram may be required to confirm that
proposed screening will be adequate.
This condition applies to initial construction and later improvements.
This will be addressed in a separate
submittal by SLO Rep Theatre N/A
65 SLO Rep Theatre
Architectural Design
Planning Division -
Community
Development
Department
The location of any required backflow preventer and
double-check assembly shall be
shown on all site plans submitted for a building permit, including the landscaping plan.
Construction plans shall also include a scaled diagram ofthe equipment proposed. Where
possible, as determined by the Utilities Director, equipment shall be located inside the
building within 20 feet ofthe front property line. Where this is not possible, as determined
by the Utilities Director, the back-flow preventer and
double-check assembly shall be
located in the street yard and screened using a combination ofpaint color, landscaping and,
ifdeemed appropriate by the Community Development
Director, a low wall. The size and
configuration of such equipment shall be subject to review and approval by the Utilities
and Community Development Directors.
This will be addressed in a separate
submittal by SLO Rep Theatre N/A
66 SLO Rep Theatre
Architectural Design
Planning Division -
Community
Development
Department
A final landscaping plan, including irrigation details and plans, shall be submitted to the
Community Development Department along with working
drawings. The legend for the
landscaping plan shall include the sizes and species of all groundcovers, shrubs, and trees
with corresponding symbols for each plant material
showing their specific locations on
plans. Street trees species shall comply with City standards and may include palm trees.
This will be addressed in a separate
submittal by SLO Rep Theatre N/A
67 SLO Rep Theatre
Architectural Design
Planning Division -
Community
Development
Department
The applicant shall pay parking in-lieu fees for 67 parking spaces prior to building permit
issuance unless another agreement is supported by the City to the satisfaction of the
Community Development and Public Works Directors.
This will be addressed in a separate
submittal by SLO Rep Theatre N/A
68 Engineering Division -
Public Works/
Community
Development
Department
The Parking Structure shall conform to the overall proposed campus designs and approvals
for the Palm Nipomo Parking Structure Project and any
subsequent agreements between
the SLO Rep Theatre and the City. The project shall also conform to previously approved
bulb-out and crossing designs for the Monterey Place
project located at 667 Monterey.
This will be addressed in a separate
submittal by SLO Rep Theatre N/A
69 Engineering Division -
Public Works/
Community
Development
Department
The project address should be established prior to building permit application ifpossible.
Otherwise, the address will be established during permit review and prior to permit
issuance.
This will be addressed in a separate
submittal by SLO Rep Theatre N/A
70 Engineering Division -
Public Works/
Community
Development
Department
A separate demolition plan and permits are required for the structures located on the project
site. The plan shall include an inventory of all improvements located on the City parcel
and within the public right-of-way. Any historic materials shall be noted and shall include
a matrix ofthe proposed disposition. Unless otherwise
proposed or required to be re-used
within the project, the historic granite curbing, walls, and stairs located on the project site
shall be preserved and delivered to an approved location to the satisfaction ofthe City.
This will be addressed in a separate
submittal by SLO Rep Theatre N/A
71 Engineering Division -
Public Works/
Community
Development
Department
The demolition plans shall show the location ofall existing utilities. Existing utilities shall
be approved for re-use or shall be abandoned per City
Engineering Standards. The
applicant should confirm whether any utilities remain from the previous demolition ofthe
structure( s) located on the project site. City improvement plan records and/or sewer
mainline televising records are available upon request.
This will be addressed in a separate
submittal by SLO Rep Theatre N/A
72 Engineering Division -
Public Works/
Community
Development
Department
Projects involving the construction of new structures
generally requires that complete
frontage improvements be installed or that existing
improvements be upgraded per city
standard. MC 12.16.050
This will be addressed in a separate
submittal by SLO Rep Theatre N/A
73 Engineering Division -
Public Works/
Community
Development
Department
New curb, gutter, sidewalk, curb ramps, bulb-outs, street parking, signage, striping, parking
meters, street tree plantings, street lighting, demolitions, etc. shall be completed as a
condition of the project. Except where standard streetlights are required, the frontage
improvements shall include new pedestrian level
streetlights per the approved master plan
and City Engineering Standards.
This will be addressed in a separate
submittal by SLO Rep Theatre N/A
74 Engineering Division -
Public Works/
Community
Development
Department
The project is located within the Mission Style Sidewalk District of downtown. Unless
directed otherwise and approved by Public Works or
Community Development Directors,
all new or replaced improvements shall be constructed in the Mission Style per City
Engineering Standards.
This will be addressed in a separate
submittal by SLO Rep Theatre N/A
75 Engineering Division -
Public Works/
Community
Development
Department
Any proposed phasing ofthe public improvements shall be approved by the City. Ifphased,
interim improvements may be required to provide a
reasonable transition between
adjoining projects.
This will be addressed in a separate
submittal by SLO Rep Theatre N/A
76 Engineering Division -
Public Works/
Community
Development
Department
The required public improvements may be shown with the
building permit submittal or
could be processed as a separate public improvement plan.
The on-site plans and off-site
plans shall agree. Unless otherwise approved by the City, the building permit plans shall
not be approved or permits issued until the adjoining public improvements are approved.
This will be addressed in a separate
submittal by SLO Rep Theatre N/A
77 Engineering Division -
Public Works/
Community
Development
Department
The building plan submittal shall include a complete site, grading, drainage, and utility
plan. If proposed grading, drainage, and utilities are to be permitted under a separate
submittal, this information shall be shown " for reference only" on the building plan
submittal. The plan shall show all existing and proposed underground and overhead
utilities for reference. All utility company meters, vaults, equipment, and transformers
shall be shown for reference.
This will be addressed in a separate
submittal by SLO Rep Theatre N/A
78 Engineering Division -
Public Works/
Community
Development
Department
All new wire utilities shall be underground. Unless
otherwise approved by the City, the
underground service( s) shall be achieved without a net increase ofutility poles within the
public right-of-way.
This will be addressed in a separate
submittal by SLO Rep Theatre N/A
79 Engineering Division -
Public Works/
Community
Development
Department
The required PGE service work and their preliminary design memo shall be reviewed and
approved by the City and the engineer of record prior to commencing with final designs.
The final PGE handout package shall be approved prior to building permit issuance or shall
be listed as a deferred submittal item. The plan shall clarify how secondary service will be
maintained or re-served to the remaining properties to the east.
This will be addressed in a separate
submittal by SLO Rep Theatre N/A
80 Engineering Division -
Public Works/
Community
Development
Department
Handrails for any on-site stairs or ramps shall not encroach into the public right-of-way or
public sidewalk area and shall comply with current
Americans with Disabilities Act (ADA)
code.
This will be addressed in a separate
submittal by SLO Rep Theatre N/A
COA No. COA No. Sub Agency Condition Mitigation Measures Phase Drawing #
CITY SPECIFICATION NO.
DATE:
PROJECT TITLE:
SHEET TITLE:
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION SKY
KM
SKYSKY
AS NOTED
06/06/2022
N:\0701\0720-02-UR19-Palm-Nipomo-Parking-Structure-(2019)\Engineering\ConDocs\Phase 1 - Rough Grading\Sheet-Files\C-9.x Conditions of Approval.dwg, C-9.5, Jun 06, 2022 6:09pm, kmatsumoto rrmdesign.com | (805) 543-1794
3765 S. Higuera, San Luis Obispo, CA 93401
PHASE 1B - CONSTRUCTION DOCUMENTS 0720-02-UR19 NO. DATE
SAN LUIS OBISPO, CA
C-9.5
CONDITIONS OF APPROVAL
81 Engineering Division -
Public Works/
Community
Development
Department
The building plan submittal and project drainage report shall show and note compliance
with the Drainage Design Manual, Floodplain Management
Regulation, and the Post
Construction Stormwater Regulations. The stormwater
BMP's shall be located outside the
public right-of-way unless otherwise specifically approved by the City. The PCR
compliance approach and strategy shall consider how the treatment of runoff from the
altered or replaced public improvements will be managed.
Some stormwater BMP's
designed to treat runoff from public streets and sidewalks may be located within the Public
right-of-way.
This will be addressed in a separate
submittal by SLO Rep Theatre N/A
82 Engineering Division -
Public Works/
Community
Development
Department
The building plan submittal shall clarify that the access into the lower floor and basement
exit systems are located above the base flood elevation ( BFE). Unless otherwise approved
by the City, a one-foot freeboard should be provided above the BFE. All building service
equipment shall be located outside or above the BFE.
This will be addressed in a separate
submittal by SLO Rep Theatre N/A
83 Engineering Division -
Public Works/
Community
Development
Department
The building plan submittal shall include a complete grading and drainage plan. The plan
shall evaluate whether there is existing run-on from the neighboring upslope properties.
The plans shall clarify the extent of any run-on and shall clarify how the drainage will be
collected and conveyed to an approved outlet. A portion of the roof from an adjoining
structure with a zero setback appears to discharge onto this site. An analysis of the entire
limits ofthe watershed tributary to the easterly property line will be required.
This will be addressed in a separate
submittal by SLO Rep Theatre N/A
84 Engineering Division -
Public Works/
Community
Development
Department
The building plan submittal shall include a complete tree summary showing all existing
trees, tree diameters, species, and proposed disposition.
The plan shall include trees on
neighboring properties with tree canopies/root zones that may encroach into the area of
construction disturbance. A tree preservation plan shall be provided to clarify how all trees
proposed to remain will be protected during demolition and construction.
This will be addressed in a separate
submittal by SLO Rep Theatre N/A
85 Engineering Division -
Public Works/
Community
Development
Department
Street trees are required as a condition ofthe building permit. The landscape and irrigation
plans shall show irrigation improvements and sleeves under the sidewalk to provide
irrigation to any parkway plantings and/or tree wells. Street tree species and plantings shall
be in accordance with the City Engineering Standards and may include palm trees.
This will be addressed in a separate
submittal by SLO Rep Theatre N/A
86 Engineering Division -
Public Works/
Community
Development
Department
Pursuant to Chapter 4.56 of the City of San Luis Municipal Code, the project shall be
responsible for paying applicable transportation impact fees prior to issuance of building
permits.
This will be addressed in a separate
submittal by SLO Rep Theatre N/A
87 Engineering Division -
Public Works/
Community
Development
Department
Per Mitigation Measure T-1 of the Palm/Nipomo Parking
Structure Project EIR, a
Construction Management Plan shall be submitted for
review and approval by the Public
Works and Community Development Departments. Prior to
issuance of building permits
and encroachment permits for the proposed theater
project, a Construction Management
Plan must be approved by the Public Works and Community Development Departments -either as a combined plan for
the parking structure and theater project or as a
stand-aloneplan for the theater project only.
This will be addressed in a separate
submittal by SLO Rep Theatre N/A
88 Utilities Department
The proposed utility infrastructure shall comply with the latest engineering design
standards effective at the time the building permit is
obtained and shall have reasonable
alignments needed for maintenance ofpublic infrastructure.
This will be addressed in a separate
submittal by SLO Rep Theatre N/A
89 Utilities Department The project must construct a new sewer lateral and water services for the proposed use. This will be addressed in a separate submittal by SLO Rep Theatre N/A 90 Utilities Department
MAWA and ETWU calculations shall be provided for the
proposed landscape plan per the
following formula: http://www. slocity .org/ government/ department-directory
This will be addressed in a separate
submittal by SLO Rep Theatre N/A
91 Utilities Department
Projects generating more than two cubic yards oftotal
waste shall comply with AB 1826,
and local waste management ordinance to reduce
greenhouse gas emissions. Trash
enclosure(s) shall conform the requirements by the San Luis Garbage Company and refuse
bins shall be sized to provide a reasonable level of service.
Separate refuse bins shall be
accommodated within the site for waste, recycling, and
organics .
This will be addressed in a separate
submittal by SLO Rep Theatre N/A
92 Utilities Department
Applicant will need to obtain in writing that the proposed enclosures and collection method
meets the San Luis Garbage Company (SLG) requirements.
SLG can be contacted at (805)
543-0875. The proposed plans show large waste containers at the bottom of the access
ramp near the north boundary ofthe project, which will be difficult to access. Please consult
with SLG to review the access and ensure the large bins will not create a safety hazard. All
three waste streams need to be included in the proposed trash enclosure per Section 2.1.1-D ofthe Uniform Design Criteria.
This will be addressed in a separate
submittal by SLO Rep Theatre N/A
93 Utilities Department
Driveways and access routes to the trash enclosure shall be designed to accommodate the
size and weight of the garbage trucks; a written
confirmation from the San Luis Garbage
Company shall be included in the building permit plans for the proposed project. The trash
enclosure area shall have a maximum slope oftwo percent in a way that waste services will
not interfere with vehicular or pedestrian traffic.
This will be addressed in a separate
submittal by SLO Rep Theatre N/A
94 Utilities Department
Tree wells shall maintain a 10-foot clearance to the existing sewer and water mains. New
curbs along the frontage improvements shall maintain a
2-foot clearance between the new
lip ofgutter and the outside edge ofexisting sewer or water mains .
This will be addressed in a separate
submittal by SLO Rep Theatre N/A
95 Utilities Department
Underground dewatering systems for basements shall
discharge to an on-site retention
system or shall obtain an environmental compliance permit prior to issuance of an
occupancy permit.
This will be addressed in a separate
submittal by SLO Rep Theatre N/A
96 Use Permit
The proposed parking structure shall operate in substantial compliance with the project description approved by the City Council.
This will be addressed in a separate
submittal PH 2.
97 SLO Rep Theatre Use
Permit
The applicant shall defend, indemnify, and hold harmless the City and/or its agents,
officers, and employees from any claim, action, or
proceeding against the City and/ or its
agents, officers, or employees to attack, set aside, void, orannul the approval by the Cityof this project, and all actions relating thereto, including but not limited to environmentalreview (" Indemnified Claims"). The City shall promptlynotify the applicant of any Indemnified Claim upon being presented with theIndemnified Claim, and City shall fully cooperate in the defense against an Indemnified Claim.
This will be addressed in a separate
submittal by SLO Rep Theatre N/A
98 SLO Rep Theatre Use
Permit
The proposed SLO Rep theatre shall operate in substantial compliance with the project
description approved by the City Council.
This will be addressed in a separate
submittal by SLO Rep Theatre N/A
COA No. COA No. Sub Agency Condition Mitigation Measures Phase Drawing #
Call
OR
1-800-642-2444
EXISTING UTILITY LOCATIONS SHOWN HERON ARE APPROXIMATE ONLY. IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION.NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THEENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN IN THEIR PROPERLOCATION.
GENERAL NOTES
1. NO CONSTRUCTION SHALL BE STARTED WITHOUT PLANS APPROVED BY THE CITY BUILDING DEPARTMENT. THE BUILDING DEPARTMENT SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO STARTING OF CONSTRUCTION AND OF THE TIME LOCATION OF THE PRECONSTRUCTIONCONFERENCE. ANY CONSTRUCTION PERFORMED WITHOUT APPROVED PLANS OR PRIOR
NOTIFICATION TO THE BUILDING DEPARTMENT WILL BE REJECTED AND WILL BE AT THE CONTRACTOR’S AND/OR OWNER’S RISK.
2. FOR ANY CONSTRUCTION PERFORMED THAT IS NOT IN COMPLIANCE WITH PLANS OR PERMITS
APPROVED FOR THE PROJECT THE CITY BUILDING DEPARTMENT MAY REVOKE ALL ACTIVE
PERMITS AND RECOMMEND THAT CITY CODE ENFORCEMENT PROVIDE A WRITTEN NOTICE OR STOP WORK ORDER.
3. ALL CONSTRUCTION WORK AND INSTALLATIONS SHALL CONFORM TO THE MOST CURRENT CITY OF SAN LUIS OBISPO BUILDING DEPARTMENT STANDARDS AND ALL WORK SHALL BESUBJECT TO THE APPROVAL OF THE BUILDING DEPARTMENT.
4. THE PROJECT OWNER AND CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND/OR
MAINTAINING ALL WEATHER ACCESS AT ALL TIMES TO EXISTING PROPERTIES LOCATED IN THE VICINITY OF WORK. ADDITIONALLY, THEY SHALL BE RESPONSIBLE FOR MAINTAINING ALL
EXISTING SERVICES, INCLUDING UTILITY, GARBAGE COLLECTION, MAIL DISTRIBUTION, ETC, TO ALL EXISTING PROPERTIES LOCATED IN THE VICINITY OF WORK.
5. ON-SITE HAZARDS TO PUBLIC SAFETY SHALL BE SHIELDED BY CONSTRUCTION FENCING.
FENCING SHALL BE MAINTAINED BY THE PROJECT OWNER AND CONTRACTOR UNTIL SUCH
TIME THAT THE PROJECT IS COMPLETED AND OCCUPIED, POTENTIAL HAZARDS HAVE BEEN MITIGATED, OR ALTERNATIVE PROTECTIVE MEASURES HAVE BEEN INSTALLED.
6. SOILS TESTS SHALL BE DONE IN ACCORDANCE WITH THE CITY PUBLIC IMPROVEMENT STANDARDS. TESTS MUST BE MADE WITHIN 15 DAYS PRIOR TO PLACING MATERIAL. THE TEST RESULTS SHALL CLEARLY INDICATE THE LOCATION AND SOURCE OF THE MATERIAL.
7. ROADWAY COMPACTION TESTS SHALL BE MADE ON SUBGRADE MATERIAL, AGGREGATE BASE MATERIAL, AND MATERIAL AS SPECIFIED BY THE ENGINEER. SAID TESTS SHALL BE MADEPRIOR TO THE PLACEMENT OF THE NEXT MATERIAL LIFT.
8. SUBGRADE MATERIAL SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 95% IN THE ZONE BETWEEN FINISHED SUBGRADE ELEVATION AND A MINIMUM OF ONE FOOT BELOW. ALL
MATERIAL IN FILL SECTIONS BELOW THE ZONE MENTIONED ABOVE SHALL BE COMPACTED TO 90% RELATIVE COMPACTION.
9. A REGISTERED CIVIL ENGINEER SHALL CERTIFY THAT THE IMPROVEMENTS WHEN COMPLETED ARE IN ACCORDANCE WITH THE PLANS PRIOR TO THE REQUEST FOR A FINAL INSPECTION.
RECORD DRAWINGS SHALL BE PREPARED AFTER CONSTRUCTION IS COMPLETED. THE CIVILENGINEER CERTIFYING THE IMPROVEMENTS AND PREPARING AS-BUILT PLANS MAY BEPRESENT WHEN THE FINAL INSPECTION IS MADE BY THE CITY .
10. AN ENGINEER OF WORK AGREEMENT AND AN ENGINEER CHECKING AND INSPECTION AGREEMENT ARE REQUIRED PRIOR TO THE START OF CONSTRUCTION. THE BUILDING
DEPARTMENT SHALL BE NOTIFIED IN WRITING OF ANY CHANGES TO THE ENGINEER OF WORK AGREEMENT. CONSTRUCTION SHALL NOT PROCEED WITHOUT AN ENGINEER OF WORK.
11. ALL UTILITY COMPANIES SHALL BE NOTIFIED PRIOR TO THE START OF CONSTRUCTION.12. A CITY ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK DONE WITHIN THE CITY RIGHT-OF-WAY. THE ENCROACHMENT PERMIT MAY ESTABLISH ADDITIONAL UTILITY AND TRAFFIC CONTROL REQUIREMENTS.
13. THE CITY INSPECTOR ACTING ON BEHALF OF THE CITY BUILDING DEPARTMENT MAY REQUIRE REVISIONS IN THE PLANS TO SOLVE UNFORESEEN PROBLEMS THAT MAY ARISE IN THE FIELD.
ALL REVISIONS SHALL BE SUBJECT TO THE APPROVAL OF THE DEVELOPER’S ENGINEER OF WORK.
14. FOR ANY PUBLIC IMPROVEMENTS TO BE MAINTAINED BY THE CITY , IF ENVIRONMENTAL PERMITS FROM THE U.S. ARMY CORPS OF ENGINEERS, THE CALIFORNIA REGIONAL WATER
QUALITY CONTROL BOARD/STATE WATER RESOURCES CONTROL BOARD, OR THE CALIFORNIA DEPARTMENT OF FISH & GAME ARE REQUIRED, THE DEVELOPER SHALL:
14.a. SUBMIT A COPY OF ALL SUCH COMPLETED PERMITS TO THE CITY BUILDING DEPARTMENT OR,
14.b. DOCUMENT THAT THE REGULATORY AGENCIES DETERMINED THAT SAID PERMIT IS NOT REQUIRED;
PRIOR TO ACCEPTANCE OF THE COMPLETED IMPROVEMENTS FOR CITY MAINTENANCE ANDRELEASE OF IMPROVEMENT SECURITY. ANY MITIGATION MONITORING REQUIRED BY SAIDPERMITS WILL REMAIN THE RESPONSIBILITY OF THE DEVELOPER.
15. WHEN THE PROJECT SITE EARTHWORK IS NOT INTENDED TO BALANCE THEN A SEPARATE GRADING PERMIT FOR THE SENDING OR RECEIVING PROPERTY MAY BE REQUIRED. A COPY OF
THE PERMIT/S OR EVIDENCE THAT NO PERMITS ARE REQUIRED SHALL BE SUBMITTED TO THE DEPARTMENT PRIOR TO COMMENCING PROJECT EARTHWORK.
PROJECT PRE-CONSTRUCTION MEETING
PRIOR TO START OF CONSTRUCTION, A PRE-CONSTRUCTION MEETING SHALL BE SCHEDULED WITH
THE REPRESENTATIVE OF THE CITY OF SAN LUIS OBISPO, THE CIVIL ENGINEER OF RECORD, THE
SOILS ENGINEER OF RECORD, THE GRADING CONTRACTOR OF RECORD, THE OWNER/DEVELOPER, AND OTHERS REQUIRED TO IMPLEMENT AND TO SUPPORT THIS PROJECT. THE OWNER/DEVELOPER SHALL COORDINATE THIS MEETING WITH THE CITY REPRESENTATIVE AND OTHER PARTIES.
OBSERVATION AND TESTING PROGRAM
THE SOILS ENGINEER OF RECORD SHALL OBSERVE THE FOLLOWING TASKS:
1. PLACEMENT, BACKFILL, AND COMPACTION OF FILL MATERIAL
BI-WEEKLY REPORTS ARE REQUIRED BY THE SOILS ENGINEER OF RECORD TO THE GRADING
INSPECTOR, MONITORING THE JOB PROGRESS INCLUDING THE STATUS OF EROSION & SEDIMENTATION MONITORING.
A FINAL REPORT IS REQUIRED FOR ENGINEERING GRADING INCLUDING ALL COMPACTION REPORTS.
PROJECT REPORT REQUIREMENTS
PAD CERTIFICATION REQUIREMENT
A SOIL OR CIVIL ENGINEER SHALL DETERMINE GRADING PERFORMED FOR THIS PROJECT IS IN
SUBSTANTIAL CONFORMANCE WITH THE APPROVED PLANS AND IS SUITABLE TO SUPPORT THE INTENDED STRUCTURE(S). THE ENGINEER SHALL SUBMIT A FINAL REPORT TO THE CITY OF SAN LUIS OBISPO.
SOIL REPORT REQUIREMENTSTHE SOIL REPORT #303310-001 . OBSERVATIONS AND RECOMMENDATIONS SHALL BE FOLLOWED. A
REPRESENTATIVE OF THE GEOTECHNICAL SERVICES SHALL OBSERVE ALL APPLICATIONS REGARDING GENERAL GRADING, PAD GRADING, SLOPE CONSTRUCTION, UTILITY TRENCHES AND FOUNDATIONCONSTRUCTION.
GRADING NOTES
1. ALL GRADING CONSTRUCTION SHALL CONFORM TO THE APPLICABLE CODES AS NOTED UNDER "APPLICABLE CODES" HEADING.
2. THE DEVELOPER SHALL BE RESPONSIBLE FOR SCHEDULING A PRE-CONSTRUCTION MEETING WITH THE CITY AND OTHER AFFECTED AGENCIES. THE CONTRACTOR SHALL NOTIFY THE CITY BUILDING DEPARTMENT AT LEAST 24 HOURS PRIOR TO ANY WORK BEING PERFORMED, AND ARRANGE FOR INSPECTION.
3. GRADING SHALL COMPLY WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT #303310-001 BY EARTH SYSTEMS PACIFIC, INC. , DATE 12/13/2019 REV DATED 1/7/2020 FILED WITH THE CITY OF SAN LUIS OBISPO.
4. SOILS ENGINEER TO DETERMINE THE SOIL IS SUITABLE TO SUPPORT THE INTENDED STRUCTURE.
SUCH REPORT INCLUDING PROGRESS AND/OR COMPACTION REPORTS SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO FINAL INSPECTION WHEN A SOILS REPORT IS OBTAINED. THE CITY POLICY REGARDING PAD CERTIFICATION SHALL BE FOLLOWED. WHEN APPLICABLE THE
ENGINEER SHALL OBSERVE THE GRADING OPERATION(S) AND PROVIDE THE FIELD INSPECTOR
WITH REQUIRED COMPACTION REPORTS AND A REPORT STATING THAT THE GRADING
PERFORMED HAS BEEN OBSERVED AND IS IN CONFORMANCE WITH THE UBC AND CITY ORDINANCES.
5. NO CUT OR FILL SLOPES WILL BE CONSTRUCTED STEEPER THAN TWO HORIZONTAL TO ONE VERTICAL (2:1).
6. DUST CONTROL IS TO BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION.
7. AREAS OF FILL SHALL BE SCARIFIED, BENCHED AND RECOMPACTED PRIOR TO REPLACING FILL AND OBSERVED BY A SOIL OR CIVIL ENGINEER.
8. FILL MATERIAL WILL BE RECOMPACTED PER SOILS REPORTS RECOMMENDATIONS.
9. REMOVE ANY DELETERIOUS MATERIAL ENCOUNTERED BEFORE PLACING FILL.
10. ALL DISTURBED AREAS SHALL BE HYDRO SEEDED OR PLANTED WITH APPROVED EROSION CONTROL VEGETATION AS SOON AS PRACTICAL AFTER CONSTRUCTION IS COMPLETE.
11. MINIMUM SETBACK TO CREEKS AND BLUFFS SHALL BE MAINTAINED.12. MINIMUM SLOPE AWAY FROM BUILDINGS SHALL BE 5% FOR EARTH AND 2% FOR PAVED SUFACES FOR THE FIRST TEN FEET AROUND PERIMETER.
13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING SURVEY MARKERS DURING CONSTRUCTION. ALL SUCH MONUMENTS OR MARKERS DISTURBED SHALL BERESET AT THE CONTRACTOR'S EXPENSE.
14. ALL CONTRACTORS AND SUBCONTRACTORS WORKING WITHIN THE RIGHT OF WAY SHALL HAVE
AN APPROPRIATE CONTRACTOR'S LICENSE, A LOCAL BUSINESS LICENSE, AND SHALL OBTAIN AN ENCROACHMENT PERMIT.
15. ENGINEERING REPORTS FOR CUT OR FILL SLOPES STEEPER THAN 2:1 SHALL BE SUBMITTED TO THE FIELD INSPECTOR.
UNDERGROUND UTILITY NOTES
1. AN EFFORT HAS BEEN MADE TO DEFINE THE LOCATION OF UNDERGROUND FACILITIES WITHIN THE JOB SITE. HOWEVER, ALL EXISTING UTILITY AND OTHER UNDERGROUND STRUCTURES MAY NOT BE SHOWN ON THIS PLAN AND THEIR LOCATION WHERE SHOWN IS APPROXIMATE.
THE CONSTRUCTION CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR LOCATING OR HAVING LOCATED ALL UNDERGROUND UTILITIES AND OTHER FACILITIES AND FOR PROTECTING THEM DURING CONSTRUCTION.
2. ALL UTILITY COMPANIES MUST BE NOTIFIED PRIOR TO THE START OF CONSTRUCTION. THE CONSTRUCTION CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (USA) AT 811
TWO TO TEN DAYS PRIOR TO THE START OF EXCAVATION AND SHALL VERIFY THE LOCATION OF
ANY KNOWN UTILITIES AND WHETHER OR NOT A REPRESENTATIVE OF EACH COMPANY WILL BE PRESENT DURING EXCAVATION.
SPECIAL INSPECTIONS
1. ALL CONSTRUCTION & INSPECTIONS SHALL CONFORM TO 2019 CALIFORNIA BUILDING CODE (CBC) CHAPTER 17.
2. SPECIAL INSPECTION REQUIREMENT ARE REQUIRED FOR THIS PROJECT, THE OWNER OR
REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE ACTING AS THE OWNER'S
AGENT SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS TO PROVIDE INSPECTIONS DURING CONSTRUCTION ON ALL TASKS IDENTIFIED BELOW.
3. SPECIAL INSPECTORS SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE CITY BUILDING DEPARTMENT. NAMES ANDQUALIFICATIONS OF SPECIAL INSPECTOR(S) SHALL BE SUBMITTED TO THE CITY BUILDING DEPARTMENT FOR APPROVAL.
4. EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF COMPONENTS LISTED IN THE SPECIAL INSPECTIONS SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THECITY BUILDING DEPARTMENT AND THE OWNER PRIOR TO THE COMMENCEMENT OF WORK. THESTATEMENT SHALL CONTAIN THE ITEMS LISTED IN CBC 1706.1.
5. A FINAL REPORT PREPARED BY A SOIL OR CIVIL ENGINEER SHALL BE SUBMITTED TO THE FIELD
INSPECTOR STATING THE WORK PERFORMED IS IN SUBSTANTIAL CONFORMANCE WITH THE
APPROVED PLANS, APPLICABLE CODES, AND IS FOUND TO BE SUITABLE TO SUPPORT THE INTENDED STRUCTURE. SUCH REPORT SHALL INCLUDE ANY FIELD PROGRESS REPORTS, COMPACTION DATA ETC.
SECTION 1705, STATEMENT OF SPECIAL INSPECTIONS:
x 1705.1 GENERAL. WHERE SPECIAL INSPECTION OR TESTING IS REQUIRED BY SECTION 1704, 1707 OR 1708, THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE SHALL PREPARE A STATEMENT OF SPECIAL INSPECTIONS IN ACCORDANCE WITH SECTION 1705 FOR SUBMITTAL BY THE PERMIT APPLICATION (SEE SECTION 1704.1.1). x 1705.2 CONTENT OF STATEMENT OF SPECIAL INSPECTIONS. THE STATEMENT OF SPECIAL INSPECTIONS SHALL IDENTIFY THE FOLLOWING:
a. THE MATERIALS, SYSTEMS, COMPONENTS AND WORK REQUIRED TO HAVE SPECIAL INSPECTION OR TESTING BY THE BUILDING OFFICIAL OR BY THE REGISTERED DESIGNPROFESSIONAL RESPONSIBLE FOR EACH PORTION OF THE WORK. b. THE TYPE AND EXTENT OF EACH SPECIAL INSPECTION.
c. THE TYPE AND EXTENT OF EACH TEST.d. ADDITIONAL REQUIREMENTS FOR SPECIAL INSPECTION OR TESTING FOR SEISMIC OR WIND RESISTANCE AS SPECIFIED IN SECTION 1705.3, 1705.4, 1707 OR 1708. e. FOR EACH TYPE OF SPECIAL INSPECTION, IDENTIFICATION AS TO WHETHER IT WILL BE CONTINUOUS SPECIAL INSPECTION OR PERIODIC SPECIAL INSPECTION.
SECTION (TABLE) 1704.7, REQUIRED VERIFICATION AND INSPECTION OF SOILS. a. VERIFY MATERIALS BELOW FOOTINGS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY SHALL BE PERFORMED PERIODICALLY DURING TASK.
b. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL, SHALL BE PERFORMED PERIODICALLY DURING TASK.
c. PERFORM CLASSIFICATION AND TESTING OF CONTROLLED FILL MATERIALS, SHALL BE PERFORMED PERIODICALLY DURING TASK.
d. VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENT
AND COMPACTION OF CONTROLLED FILL, SHALL BE PERFORMED CONTINUOUSLY DURING TASK.
e. PRIOR TO PLACEMENT OF CONTROLLED FILL, OBSERVE SUBGRADE AND VERIFY THAT SITE HAD BEEN PREPARED PROPERLY, SHALL BE PERFORMED PERIODICALLY DURING TASK.
OBSERVATION & TESTING PROGRAM.
THE PROJECT SOILS ENGINEER SHALL PERFORM THE INSPECTION & TESTING FOR THE FOLLOWING TASKS:
x FINAL PLANSx STRIPPING AND CLEARING OF VEGETATIONx RECOMPACTION OF SCARIFICATION SOILSx FILL PLACEMENT AND COMPACTIONx OVER EXCAVATINGx VERIFICATION OF SOILS TYPE & DEPTHx FINAL REPORT THE SOIL ENGINEER OF WORK SHALL BE EARTH SYSTEMS PACIFIC, INC. SOILS REPORT #303310-001 THE PROJECT ENGINEER OF WORK SHALL PERFORM THE INSPECTION FOR THE FOLLOWING TASKS:
x ROUGH GRADING & SITE PREPARATIONx FINAL GRADING INSPECTION PRIOR TO FINAL CITY INSPECTION
THE PROJECT ENGINEER OF WORK SHALL BE DANIEL SOTELO OF ENGINEERING DESIGN PROFESSIONALS, INC., RCE 81227, P.O. BOX 4456, SAN LUIS OBISPO, CA 93403, PHONE (805) 602-6167
THE ENGINEER OR WORK SHALL STATE IN WRITING THE WORK IS IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED PLANS.
PROJECT SURVEY MONUMENTS
EXISTING SURVEY MONUMENTS SHALL BE TIED OUT OR REPLACED IN ACCORDANCE WITH
CITYSTANDARDS AND SPECIFICATIONS
GRADING AND VEGETATION REMOVAL
TO CONTROL EROSION, ACTUAL GRADING SHALL BEGIN WITHIN 30 DAYS OF VEGETATION REMOVAL OR THAT AREA SHALL BE PLANTED UNDER THE PROVISIONS OF SECTION 16.08.340. NO
VEGETATION REMOVAL OR GRADING WILL BE ALLOWED WHICH WILL RESULT IN THE SILTATION OF WATER COURSE OR UNCONTROLLABLE EROSION (16.08.300 C.2)
GROUND PREPARATION
PREPARATION OF GROUND FOR FILL. THE GROUND SURFACE SHALL BE PREPARED TO RECEIVEFILL BY THE REMOVAL OF TOPSOIL AND OTHER UNSUITABLE MATERIALS AS DETERMINED BY THE SOILS ENGINEER.
PREPARATION OF THE GROUND. THE GROUND SURFACE SHALL BE PREPARED TO RECEIVE FILL BYREMOVING VEGETATION, NON-COMPLYING FILL, TOPSOIL AND OTHER UNSUITABLE MATERIALS SCARIFYING TO PROVIDE A BOND WITH THE NEW FILL.
FILL MATERIAL PERMITTED. NO ORGANIC MATERIAL SHALL BE PERMITTED IN FILLS EXCEPT AS TOPSOIL USED FOR SURFACE PLANT GROWTH ONLY AND WHICH DOES NOT EXCEED 4 INCHES IN DEPTH. (16.08.310 E)
EROSION CONTROL MEASURES
EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES MUST BE IN PLACE ANDFUNCTIONAL LEGEND
PROPERTY BOUNDARYRIGHT OF WAYPROPERTY LINE
SECTION LINE
CENTER LINE
EASEMENTEXISTING BACK OF CURBEXISTING FACE OF CURBEXISTING LIP OF CURBEXISTING MAJOR CONTOUR LINEEXISTING MINOR CONTOUR LINEEXISTING FENCEEXISTING EDGE OF SIDEWALKBUILDINGS
CONCRETE
BACK OF CURBFACE OF CURB
CURB LIP
FLOW LINE
GRADE BREAK
SAWCUTSIDEWALKSETBACK
X X X
(100)(101)
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APPLICABLE CODES
x SAN LUIS OBISPO STANDARD SPECIFICATIONS AND ENGINEERING STANDARDS AUGUST 2020 EDITION.
x 2019 PLUMBING CODE AND ITS APPENDICES AND STANDARDSx 2019 CALIFORNIA MECHANICAL CODE AND ITS APPENDICES AND
STANDARDS
x 2019 CALIFORNIA ELECTRIC CODE AND ITS APPENDICES AND STANDARDSx 2019 CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARADSx 2019 CALIFORNIA GREEN BUILDING STANDARDSx 2019 CALIFORNIA ADMINISTRATIVE CODE (CAC) TITLE 24, PART I
CALIFORNIA CODE OF REGULATIONS (CCR)
x 2019 CALIFORNIA BUILDING CODE (CBC) TITLE 24, PART 2 CCR BASED ON 2012 IBC AND 2016 CA AMENDMENTS
x 2019 CALIFORNIA REFERENCE STANDARD CODE TITLE 24, PART 12 CCR NOTE:
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMITTEE TO CONTACT "UNDERGROUND SERVICE ALERT" BY PHONE AT 8-1-1 FORTY-EIGHT (48) HOURS PRIOR TO START OF CONSTRUCTION FOR LOCATION OF POWER, TELEPHONE, OIL AND NATURAL GAS UNDERGROUND FACILITIES. CONTRACTOR
OR PERMITEE SHALL ALSO CONTACT THE APPROPRIATE AGENCY FOR THE LOCATION OF CABLE T.V., WATER, SEWER, DRAINAGE OR UNDERGROUNDFACILITIES.
CITY OF SAN LUIS OBISPO NOTES
A. ALL WORK LOCATED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN THE JURISDICTION OF THE
UTILITIES AND PUBLIC WORKS DEPARTMENTS SHALL COMPLY WITH THE MOST CURRENT EDITION OF THE ENGINEERING STANDARDS AND STANDARD SPECIFICATION. (THE CURRENT ADOPTED STANDARDS ARE DATED AUGUST 2020.)
B. ANY SECTIONS OF DAMAGED OR DISPLACED CURB, GUTTER & SIDEWALK, OR DRIVEWAY
APPROACH SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE PUBLIC WORKS DIRECTOR.
C. A SEPARATE ENCROACHMENT PERMIT IS REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT-OF-WAY, WITHIN CITY EASEMENTS, OR FOR CONNECTIONS TO PUBLIC UTILITIES. WORKREQUIRING AN ENCROACHMENT PERMIT INCLUDES BUT IS NOT LIMITED TO DEMOLITIONS,
UTILITIES, WATER, SEWER, AND FIRE SERVICE LATERALS, CURB, GUTTER, AND SIDEWALK,
DRIVEWAY APPROACHES, SIDEWALK UNDERDRAINS, STORM DRAIN IMPROVEMENTS, STREET
TREE PLANTING OR PRUNING, CURB RAMPS, STREET PAVING, AND PEDESTRIAN PROTECTION OR CONSTRUCTION STAGING IN THE RIGHT-OF-WAY.
D. CONTACT THE PUBLIC WORKS INSPECTION HOTLINE AT 805-781-7200 WITH AT LEAST A 48-HOUR NOTICE FOR ANY REQUIRED ENCROACHMENT PERMIT INSPECTION OR FINAL INSPECTION.
E. THE ADJOINING STREET SHALL BE CLEANED BY SWEEPING TO REMOVE DIRT, DUST, MUD AND CONSTRUCTION DEBRIS AT THE END OF EACH DAY.
F. A TRAFFIC AND PEDESTRIAN CONTROL PLAN SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO ENCROACHMENT PERMIT ISSUANCE.
G. ALL SURFACE AND SUBSURFACE DRAINAGE SYSTEMS DESIGNED AT LESS THAN 2% SHALL HAVE FINAL GRADIENTS CERTIFIED BY A LICENSED SURVEYOR OR ENGINEER PRIOR TO FINALINSPECTION APPROVALS.
H. ANY EXISTING SURVEY MONUMENTS SHALL BE PROTECTED IN PLACE OR SHALL BE TIED OUT
BY A LICENSED LAND SURVEYOR PRIOR TO DISTURBANCE AND THEN REPLACED PRIOR TO OCCUPANCY IN ACCORDANCE WITH SECTION 8771 OF THE CALIFORNIA BUSINESS AND PROFESSIONS CODE.
I. EROSION CONTROL MEASURES SHALL BE IMPLEMENTED AND MAINTAINED TO THE
SATISFACTION OF THE BUILDING OFFICIAL AND PUBLIC WORKS DIRECTOR DURING ALL DEMOLITIONS, CONSTRUCTION AND GROUND DISTURBING ACTIVITIES.
PROJECT No. #303310-001DATED: 12/13/2019 REV DATED 1/7/2020 AS PREPARED BY: EARTH SYSTEMS PACIFIC, INC.
PROJECT No. 2005512DATED: JUNE 2006
AS PREPARED BY: RRM DESIGN GROUP
A PORTION OF THE PROPERTY LIES WITHIN ZONE X, AN AREA OUTSIDE OF 0.2% ANNUAL CHANCE OF FLOOD HAZARD PER FEMA PANEL NO. 06079C1068G, EFFECTIVE DATE 11/16/2012.
A PORTION OF THE PROPERTY LIES WITHIN ZONE AE, AN AREA TO BE DETERMINED TO HAVE A 1%ANNUAL CHANCE OF FLOOD HAZARD, BASE FLOOD ELEVATION OF 188 PER FEMA PANEL NO. 06079C1068G, EFFECTIVE DATE 11/16/2012.
THE BENCHMARK FOR THIS SURVEY BEING A LEAD AND TACK ON THE WESTERLY CURB 50 FEET (15 m) NORTH OF THE NWC OF NIPOMO & DANA, ELEVATION BEING 189.99 FEET (57.910 m)
TOP BACK CURB
FINISH GRADEEDGE OF PAVEMENTFLOW LINE
ASPHALT CONCRETE
TOP BACK CURBEXISTING GROUNDEDGE OF PAVEMENTFLOW LINEASPHALT CONCRETE LEGEND
HIGH POINT
TOP OF RET. WALLTOP OF FOOTER
TOP OF RET. WALLTOP OF FOOTER
(0" CURB WHERE APPLIES)
1. ANY DAMAGE, AS A RESULT OF CONSTRUCTION OPERATIONS FOR THIS PROJECT, TO CITY FACILITIES, I.E. CURB/BURM, STREET, SEWER LINE, WATER LINE, OR ANY PUBLIC IMPROVEMENTS SHALL BE REPAIRED AT NO COST TO THE CITY OF SAN LUIS OBISPO.
2. NO WORK SHALL OCCUR WITHIN (OR USE OF) THE CITY'S RIGHT OF WAY WITHOUT AN ENCROACHMENT PERMIT. ENCROACHMENT PERMITS ARE AVAILABLE AT THE CITY OF SAN LUIS OBISPO PUBLIC WORKS OFFICE LOCATED AT 990 PALM STREET. THE ENCROACHMENT PERMITSHALL BE ISSUED CONCURRENTLY WITH THE BUILDING PERMIT.
3. DUE TO MANDATORY WATER CONSERVATION REQUIREMENTS AND STORMWATER REQUIREMENTS NO PRESSURE WASHING IS ALLOWED UNLESS IT IS DIRECTLY DUE TOPROFESSIONAL PREPARATION OF EXTERIOR PAINTING OF PROPERTY. NO DISCHARGE OFNON-STORMWATER IS ALLOWED INTO THE MUNICIPAL STORM DRAIN SYSTEM AND CONTRACTOR MUST PROVIDE MEASURES TO PREVENT ANY DISCHARGE FROM ENTERING THESTORMWATER SYSTEM.
APN No.
002-412-011
ACREAGE:
0.89 ZONING
O-H
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION C:\EDP\Dropbox (EDP)\PROJECTS\002412011_ENG\C3D\Sheets\RRM Set\002412011_ENG-NS.dwg, Layout1, May 31, 2022 2:37am, dsote PHASE 1B - 95% CONSTRUCTION DOCUMENTS 0720-02-UR19 NO. DATE
SAN LUIS OBISPO, CA
REGISTERED PROFESSIONAL ENGINEER
STA TE OF CA LIFORNIA
EXP.
CIV IL
NO. 81227
DANIEL A. SOTELO
PRELIMINARY
D-1.0
MAY 31, 2022
NOTES
DS
5 5/31/2022
DS
DS
DS
NTS
REGISTERED PROFESSIONAL ENGINEER
STA TE OF CA LIFORNIA
EXP.
CIV IL
NO. 81227
DANIEL A. SOTELO
PRELIMINARY
EXISTING GATE VALVE
EXISTING GATE VALVE
EXISTING SSMHRIM EL =(202.14)
EXISTING 2.5'RETAINING WALL
DRIP LINE
DRIP LINE
48" OAK
EXISTING SSCO
EXISTING
WATER METER
EXISTING GATE VALVE
MONTEREY STREET
201.99
FS
197.84
FS
N36° 28' 51"W 279.70'
N53° 05' 37"E 214.61'
S36° 15' 10"E 281.64'
(PUBLIC)
31.58'
0.5'
LOBBY
FF 201.40
(FUTURE)
(201)
(202)
(203)
(204)
200.93
FS
201.77
FS
200.96
FS
LIMITS OF 100 YR FLOOD PLAIN
200.60
FG
198.79
FS
25' RW
FRONTAGE IMPROVEMENTS (BY OTHERS)
200.66
FS
201.56
FS
BEGINNING OF WALL 1
END OF WALL 1
BEGINNING OF WALL 2
END WALL 3
END OF WALL 2
BEGINNING WALL 3
WALL 2
(FUTURE)
WALL 3
(FUTURE)
WALL 1
(FUTURE)
FUTURE IMPROVEMENTS
FUTURE IMPROVEMENTS
FUTURE IMPROVEMENTS
197.17
FS
199.97
FG
(193)
(194)
(195)
(196)
(197)
(200)
(198)
(199)
(195)
(194)
(196)
(197)
(198)
(199)
(200)
(201)
(202)
(203)
(205)
1+34
1+00
BEGINNING OF WALL 4
WALL 4
(FUTURE)
END OF WALL 4
200.61
FG
200.58
FG
200.09
FG
200.64
FS
NIPOMO STREET
(PUBLIC)
168170180190200210220230
168170180190
200210220230
0+75 1+00 1+50 2+00
END WALL
STA: 1+00.00 TOF ELEV: 187.21
END WALL
STA: 1+80.76 TOF ELEV: 196.07
STEP FOOTING
STA: 1+36.78 TOF ELEV: 187.21
STA: 1+36.78 TOF ELEV: 196.07
AP
STA: 1+36.78 TOF ELEV: 196.07
AP
STA: 1+76.77 TOF ELEV: 196.07
STA: 1+00.00 TOW ELEV: 201.43
BEGIN WALL
STA: 1+09.32 TOW ELEV: 201.43
STA: 1+09.32 TOW ELEV: 200.76
STEP WALL
STA: 1+55.90 TOW ELEV: 200.76
STA: 1+55.90 TOW ELEV: 201.43
STEP WALL
STA: 1+80.78 TOW ELEV: 201.43
END WALL
GRADE AT FACE OF WALL
GRADE AT
BACK OF WALL
DEEPEND FOOTING W/MOISTURE CUTOFF
170180190200210220230
170180190
200210220230
0+75 1+00 1+50
BEGIN WALL
STA: 1+00.00 TOF ELEV: 199.90
STEP FOOTING
STA: 1+13.31 TOF ELEV: 199.90
STA: 1+13.31 TOF ELEV: 199.23
END WALL
STA: 1+24.54 TOF ELEV: 199.23
BC
STA: 1+13.62 TOF ELEV: 199.23
STA: 1+00.00 TOW ELEV: 204.59
BEGIN WALL
STA: 1+24.54 TOW ELEV: 204.59
END WALL
GRADE AT BACK OF WALL
GRADE AT FACE OF WALL
170180190200210220230
170180190
200210220230
1+00 1+50 1+60
BEGIN WALL
STA: 1+16.43 TOF ELEV: 199.90
END WALL
STA: 1+43.80 TOF ELEV: 199.23
AP
STA: 1+26.93 TOF ELEV: 199.90
STEP FOOTING
STA: 1+39.06 TOF ELEV: 199.90
STA: 1+39.06 TOF ELEV: 199.23
STA: 1+16.43 TOW ELEV: 204.59
BEGIN WALL
STA: 1+43.80 TOW ELEV: 204.59
END WALL
GRADE AT
FACE OF WALL
GRADE AT
BACK OF WALL
175
180190200210220230
175180190
200210220230
0+75 1+00 1+50
BEGIN WALL
STA: 1+00.00 TOF ELEV: 199.07
AP
STA: 1+13.85 TOF ELEV: 199.07
END WALL
STA: 1+33.65 TOF ELEV: 199.07 GRADE AT FACE OF WALL
STA: 1+00.00 TOW ELEV: 202.42
BEGIN WALL
STA: 1+01.34 TOW ELEV: 202.42
STA: 1+01.34 TOW ELEV: 203.09
STEP WALL
STA: 1+10.65 TOW ELEV: 203.09
STA: 1+10.65 TOW ELEV: 203.76
STEP WALL
STA: 1+29.28 TOW ELEV: 203.76
STA: 1+29.28 TOW ELEV: 204.43
STEP WALL
STA: 1+33.64 TOW ELEV: 204.43
END WALL
GRADE AT BACK OF WALL
EXISTING UTILITY LOCATIONS SHOWN HERON ARE APPROXIMATE ONLY. IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION.NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THEENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN IN THEIR PROPERLOCATION.
Call
OR
1-800-642-2444
2% MIN
CONCRETE 8" MIN
5% MIN
FOR 10'
APN No.
002-412-011
ACREAGE:
0.89 ZONING
O-H
PROJECT No. 2005512DATED: JUNE 2006
AS PREPARED BY: RRM DESIGN GROUP
A PORTION OF THE PROPERTY LIES WITHIN ZONE X, AN AREA OUTSIDE OF 0.2% ANNUAL CHANCE OF FLOOD HAZARD PER FEMA PANEL NO. 06079C1068G, EFFECTIVE DATE 11/16/2012.
A PORTION OF THE PROPERTY LIES WITHIN ZONE AE, AN AREA TO BE DETERMINED TO HAVE A 1%ANNUAL CHANCE OF FLOOD HAZARD, BASE FLOOD ELEVATION OF 188 PER FEMA PANEL NO. 06079C1068G, EFFECTIVE DATE 11/16/2012.
THE BENCHMARK FOR THIS SURVEY BEING A LEAD AND TACK ON THE WESTERLY CURB 50 FEET (15 m) NORTH OF THE NWC OF NIPOMO & DANA, ELEVATION BEING 189.99 FEET (57.910 m) FUTURE RETAINING WALL. SEE WALL PROFILES THIS SHEET FOR TOP OF WALL AND TOP OF FOOTING ELEVATIONS. CONTRACTOR TO PROVIDE BACK OF WALL ASPHALTIC WATER PROOFING, DRAIN ROCK, ANDPERFORATED PIPE PER GEOTECHNICAL REPORT. PERFORATED PIPE TODAYLIGHT. CONTRACTOR TO VERIFY WALL HEIGHT PRIOR TO CONSTRUCTION.
LEGEND CONSTRUCTION NOTES
PROPERTY BOUNDARYRIGHT OF WAYPROPERTY LINE
SECTION LINECENTER LINE
EASEMENTEXISTING BACK OF CURBEXISTING FACE OF CURBEXISTING LIP OF CURBEXISTING MAJOR CONTOUR LINEEXISTING MINOR CONTOUR LINEEXISTING FENCEEXISTING EDGE OF SIDEWALKBUILDINGS
CONCRETE
BACK OF CURBFACE OF CURB
CURB LIP
FLOW LINE
GRADE BREAKSAWCUTSIDEWALKSETBACK
X X X
(100)(101)
|
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|| |
|| |
|| |
|| |
|| |
|| |
|| |
|| |
||
TOP BACK CURB
FINISH GRADEEDGE OF PAVEMENTFLOW LINE
ASPHALT CONCRETE
TOP BACK CURBEXISTING GROUNDEDGE OF PAVEMENTFLOW LINEASPHALT CONCRETE LEGEND
HIGH POINT
TOP OF RET. WALLTOP OF FOOTER
TOP OF RET. WALLTOP OF FOOTER
(0" CURB WHERE APPLIES)
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION C:\EDP\Dropbox (EDP)\PROJECTS\002412011_ENG\C3D\Sheets\RRM Set\002412011_ENG-GP.dwg, GRADING 1, May 31, 2022 2:37am, dsote PHASE 1B - 95% CONSTRUCTION DOCUMENTS 0720-02-UR19 NO. DATE
SAN LUIS OBISPO, CA
REGISTERED PROFESSIONAL ENGINEER
STA TE OF CA LIFORNIA
EXP.
CIV IL
NO. 81227
DANIEL A. SOTELO
PRELIMINARY
1. FOOTING DEPTH ELEVATIONS ARE BASED ON THE MINIMUM DEPTH AS SPECIFIED BY THE SOILS ENGINEER. FINAL FOOTING DEPTH SHALL BE DETERMINED BY THE SOILS ENGINEER. CONTRACTOR SHALL NOTIFY ENGINEER OF RECORD WITH FINAL WALLDESIGN REQUIREMENTS PRIOR TO FOOTING CONSTRUCTION.
2. SEE RETAINING WALL DETAIL X, ON SHEET XX FOR ADDITIONAL INFORMATION.
D-2.0
RETAINING WALLS PLAN & PROFILES
PROJECT No. #303310-001DATED: 12/13/2019 REV DATED 1/7/2020 AS PREPARED BY: EARTH SYSTEMS PACIFIC, INC.
MAY 31, 2022
DS
DS
DS
DS
1" = 10'
5 5/31/2022
UP
SS SS
W W W W W W W W W W W W W W
JT JT JT
JT JT
JT JT JT JT JT JT JT JT JT
SD SD SD
SD SD SD SD SD SD
SD SD SD SD
SD
SD
SD SD SD SD
SD
SD SD
SD
EXISTING GATE VALVE
EXISTING GATE VALVE
EXISTING SSMHRIM EL =(202.14)
EXISTING 2.5'RETAINING WALL
DRIP LINE
DRIP LINE
48" OAK
EXISTING POWER POLE
EXISTING 2.5' RETAINING WALL
EXISTING GATE VALVE
EXISTING CURB & SIDEWALK
EXISTING CURB AND
SIDEWALK
EXISTING CURB,
GUTTER, AND
SIDEWALK
EXISTING STREET TREE
EXISTINGHANDICAPRAMP
EXISTING SSCO
EXISTING
WATER METER
MONTEREY STREET
DANA STREET
EXISTING SSMHRIM EL = 191.85
NIPOMO STREET
N53° 05' 37"E 214.61'
(PUBLIC)
(PUBLIC)
(PUBLIC)
2.43'
36.91'
FF 201.40
PROPOSED THEATER
(FUTURE)
LIMITS OF 100 YR FLOOD PLAIN
LINE OF DECK ABOVE
LINE OF STAIRS ABOVE
0.5'200.00 TG 194.56 INV.
200.66 TG
197.68 INV.
200.63 RIM
193.96 INV.
197.31 RIM190.77 INV.
190.31 INV.
189.08 INV.
± 6 LF
15.3'
31.2'
FRONTAGE IMPROVEMENTS (BY OTHERS)
FRONTAGE IMPROVEMENTS (BY OTHERS)
FUTURE IMPROVEMENTS
FUTURE IMPROVEMENTS
FUTURE IMPROVEMENTS
FUTURE IMPROVEMENTS
188.18 INV.
8.5'
7.9'
31.6'
8.4'
193.64 INV.
15.6'
D
4.3 C
4.3 A
4.3 B
4.3 INSTALL 30 MIL HDPE MOISTURE
BARRIER LINER OR EQUIVALENT
AT PERIMETER STONE
INSTALL 30 MIL HDPE MOISTURE
BARRIER LINER OR EQUIVALENT
AT PERIMETER STONE
INSTALL 30 MIL HDPE MOISTURE
BARRIER LINER OR EQUIVALENT
AT PERIMETER STONE
INSTALL 30 MIL HDPE MOISTUREBARRIER LINER OR EQUIVALENT
AT PERIMETER STONE
INSTALL 30 MIL HDPE MOISTURE BARRIER LINER
OR EQUIVALENT AT PERIMETER STONE
INSTALL 30 MIL HDPE MOISTURE
BARRIER LINER OR EQUIVALENT
AT PERIMETER STONE
22.1'
5.4'
8.5'
48.4'
5.0'
V = 2,235 CF
197.54 INV. BASIN 1
197.11 INV.
±7 LF
±18 LF
±5 LF
(ROOF AREA TO DRAIN
TO BASIN 2)
(ROOF AREA TO
DRAIN TO BASIN 2)
± 4 LF
± 29 LF
± 23 LF
± 8 LF
± 3 LF
± 36 LF
± 14 LF
193.11 INV.
196.21 INV. 192.63 INV.
189.45 INV.
190.10 TG
187.10 INV. (E)188.10 INV. (S)182.35 SUMP
189.86 TG
187.36 INV. (W)187.36 INV. (E)
195.55 TG189.50 INV. (N)189.50 INV.(W)187.30 SUMP
193.29 TG191.29 INV.
± 26 LF
199.80 TG
197.06 INV. (W)197.80 INV. (S)190.80 SUMP
± 7 LF
PROPOSED JOINT TRENCH FOR
THEATER (FUTURE)
PROPOSED SANITARY SEWER
FOR THEATER (FUTURE) BASIN 3 V = 720 CF
± 7 LF
189.64 INV.
INSTALL 30 MIL HDPE MOISTURE BARRIER LINER
OR EQUIVALENT AT PERIMETER STONE
INSTALL 30 MIL HDPE MOISTURE
BARRIER LINER OR EQUIVALENT
AT PERIMETER STONE
± 3 LF
± 2 LF
192.71 INV.
192.99 INV.
V = 1,659 CF
BASIN 2
187.49 INV.
190.48 TG
187.98 INV.
187.80 TG
± 8 LF
± 19 LF
± 11 LF
EXISTING UTILITY LOCATIONS SHOWN HERON ARE APPROXIMATE ONLY. IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION.NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THEENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN IN THEIR PROPERLOCATION.
Call
OR
1-800-642-2444
2% MIN
CONCRETE 8" MIN
5% MIN
FOR 10'
PROJECT No. SL-16264-SADATED: APRIL 21, 2011
AS PREPARED BY: EARTH SYSTEMS PACIFIC, INC.
APN No.
002-412-011
ACREAGE:
0.89 ZONING
O-H
PROJECT No. 2005512DATED: JUNE 2006
AS PREPARED BY: RRM DESIGN GROUP
A PORTION OF THE PROPERTY LIES WITHIN ZONE X, AN AREA OUTSIDE OF 0.2% ANNUAL CHANCE OF FLOOD HAZARD PER FEMA PANEL NO. 06079C1068G, EFFECTIVE DATE 11/16/2012.
A PORTION OF THE PROPERTY LIES WITHIN ZONE AE, AN AREA TO BE DETERMINED TO HAVE A 1%ANNUAL CHANCE OF FLOOD HAZARD, BASE FLOOD ELEVATION OF 188 PER FEMA PANEL NO. 06079C1068G, EFFECTIVE DATE 11/16/2012.
THE BENCHMARK FOR THIS SURVEY BEING A LEAD AND TACK ON THE WESTERLY CURB 50 FEET (15 m) NORTH OF THE NWC OF NIPOMO & DANA, ELEVATION BEING 189.99 FEET (57.910 m) LEGEND
PROPERTY BOUNDARYRIGHT OF WAYPROPERTY LINE
SECTION LINECENTER LINE
EASEMENTEXISTING BACK OF CURBEXISTING FACE OF CURBEXISTING LIP OF CURBEXISTING MAJOR CONTOUR LINEEXISTING MINOR CONTOUR LINEEXISTING FENCEEXISTING EDGE OF SIDEWALKBUILDINGS
CONCRETE
BACK OF CURBFACE OF CURB
CURB LIP
FLOW LINE
GRADE BREAKSAWCUTSIDEWALKSETBACK
JOINT TRENCH
WATER
STORM DRAINSANITARY SEWER
X X X
(100)(101)
|
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|| |
|| |
|| |
|| |
|| |
|| |
|| |
|| |
||
ADS MANHOLE WITH GRATE COVER PER MANUFACTURER'S
SPECIFICATIONS. MANHOLE AND GRATE TO BE TRAFFIC RATED IN DRIVEWAY LOCATIONS.
INSTALL STORMTECH MC-7200 CHAMBERS W/ MANHOLE PER
MANUFACTURER'S SPECIFICATIONS. SEE STORMTECH DETAIL 3,
SHEET D-4.0.
STORM DRAIN CONSTRUCTION NOTES
(FUTURE) INSTALL 12"X12" MIDSTATE CATCH BASIN WITH GRATE OR EQUIVALENT PER MANUFACTURER'S SPECIFICATIONS. GRATE TO BE TRAFFIC RATED NEAR DRIVEWAY LOCATIONS.
(FUTURE) CONNECT ROOF DRAINS TO ADS EXPANDABLE DOWNSPOUT ADAPTER WITH CLEAN OUT OR EQUIVALENT PER MANUFACTURER'S SPECIFICATIONS AND TYPICAL DOWNSPOUT DETAIL 1, SHEET D-4.0. (FUTURE) INSTALL 8"X8" ADS-N12 WT HDPE STORM DRAIN PIPE TEE OR EQUIVALENT PER MANUFACTURER'S SPECIFICATIONS. (FUTURE) INSTALL 8" ADS-N12 WT HDPE STORM DRAIN PIPE 45° ELBOW OR EQUIVALENT PER MANUFACTURER'S SPECIFICATIONS. (FUTURE) INSTALL 8" ADS-N12 WT HDPE STORM DRAIN PIPE AT 2% MIN. PER MANUFACTURER'S SPECIFICATIONS AND DETAIL 2, SHEET D-4.0. (FUTURE) INSTALL 8" ADS-N12 WT HDPE STORM DRAIN PIPE 90° ELBOW OR EQUIVALENT PER MANUFACTURER'S SPECIFICATIONS.
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION C:\EDP\Dropbox (EDP)\PROJECTS\002412011_ENG\C3D\Sheets\RRM Set\002412011_ENG-UP.dwg, GRADING 1, May 31, 2022 2:38am, dsote PHASE 1B - 95% CONSTRUCTION DOCUMENTS 0720-02-UR19 NO. DATE
SAN LUIS OBISPO, CA
REGISTERED PROFESSIONAL ENGINEER
STA TE OF CA LIFORNIA
EXP.
CIV IL
NO. 81227
DANIEL A. SOTELO
PRELIMINARY
D-3.0
STORM DRAIN PLAN
(FUTURE) INSTALL 12" MIN. STORM DRAIN LATERAL CONNECTION POINT.
MAY 31, 2022
DS
5 5/31/2022
DS
DS
DS
1" = 10'
JT JT JT
W W W
SD SD SD
SS SS SS
(FUTURE) INSTALL 8" MIN. STORM DRAIN LATERAL CONNECTION POINT.
INSTALL STORMTECH MC-3500 CHAMBERS W/ MANHOLE PER
MANUFACTURER'S SPECIFICATIONS. SEE STORMTECH DETAIL 4,
SHEET D-4.1
INSTALL STORMTECH MC-3500 CHAMBERS W/ MANHOLE PER
MANUFACTURER'S SPECIFICATIONS. SEE STORMTECH DETAIL 5,
SHEET D-4.2.
(FUTURE) INSTALL 4" ADS-N12 WT HDPE STORM DRAIN PIPE 45° ELBOW OR EQUIVALENT PER MANUFACTURER'S SPECIFICATIONS. (FUTURE) INSTALL 4" ADS-N12 WT HDPE STORM DRAIN PIPE AT 2% MIN. PER MANUFACTURER'S SPECIFICATIONS AND DETAIL 2, SHEET D-4.0.(FUTURE) INSTALL 8"X8" ADS-N12 WT HDPE STORM DRAIN PIPE TEE WITH RISER OR EQUIVALENT PER MANUFACTURER'S SPECIFICATIONS.
MAY 31, 2022
DS
DS
DS
DS
NTS
5 5/31/2022
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION C:\EDP\Dropbox (EDP)\PROJECTS\002412011_ENG\C3D\Sheets\RRM Set\002412011_ENG-GP.dwg, SECTIONS (3), May 31, 2022 2:38am, dsote PHASE 1B - 95% CONSTRUCTION DOCUMENTS 0720-02-UR19 NO. DATE
SAN LUIS OBISPO, CA
R
E
G
ISTERED PROFESSIONAL ENGIN
E
E
R
STA TE OF CA LIFORNIA
EXP.
CIV IL
NO. 81227
DANIEL A. SOTELO
PRELIMINARY
D-4.0
CONC. FLOOR SLAB
F.F. ELEV. PER PLAN DOWNSPOUT ADAPTOR
INSERTED IN RISER PIPE
CLEANOUT WITH END
CAP ADJUST RIM
ELEVATION PER PLAN
6" SD
FINISH GRADE
STORM DRAIN
PIPE PER PLAN.
INV ELEVATION
PER PLAN.
90° ELBOW
45° BEND
45° WYE
HDPE PIPE (TYP.)
NOTES:
1. ALL PIPES/FITTINGS LOCATED WITHIN 5 FEET OF FOUNDATION SHALL BE WATER TIGHT
2. ALL PIPES/FITTINGS LOCATED WITHIN OR ABOVE FOUNDATION ZONE OF INFLUENCE SHALL BE WATER TIGHT. CONTRACTOR TO VERIFY ZONE OF INFLUENCE LOCATION WITH GEOTECHNICAL ENGINEER
PRIOR TO CONSTRUCTION
3. ALL PIPES/FITTING SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS4. DO NOT GLUE DOWNSPOUT ADAPTER TO STORM DRAIN RISER - USE SMALL AMOUNT OF LUBRICANT OR
GREASE TO SEAL CONNECTION AND ALLOW FOR FUTURE ADAPTER
5. CLEANOUTS, FITTINGS, AND PIPE TO BE TRAFFIC RATED IF LOCATED IN AREAS NEAR OR IN VEHICULAR
TRAFFIC
DOWNSPOUT (BY OTHERS)
NOTES:
1. NO TREES OR LARGE BUSHES ARE TO BE PLANTED OVER SEWER/STORM DRAIN PIPE
2. NATIVE MATERIAL MAY SUFFICE FOR BEDDING AND INITIAL BACKFILL - SEE SOILS REPORT3. CONTRACTOR TO INSTALL PIPE PER MANUFACTURER'S SPECIFICATIONS
4. CONTRACTOR TO VERIFY MANUFACTURER'S MIN COVER AND LOADING REQUIREMENTS PRIOR TO CONSTRUCTION
5. ALL PIPES/FITTINGS LOCATED WITHIN OR ABOVE FOUNDATION ZONE OF INFLUENCE SHALL BE WATER TIGHT. CONTRACTOR
TO VERIFY ZONE OF INFLUENCE LOCATION WITH GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTION S
9" MAX DIA.
FINISH GRADE
LANDSCAPE TOPSOIL,
WHERE OCCURS
NATIVE MATERIAL
@ 90% MIN R.C.
CLEAN SAND
@ 95% MIN R.C.
3" MIN SAND COVER
(HAND-TAMPED)
3" MIN SAND COVER
(HAND-TAMPED)
NON-VEHICULAR AREAS
S
9" MAX DIA.
PAVEMENT SECTION PER
GEOTECHNICAL REPORT
TOP 12" @ 95% MIN R.C.
NATIVE MATERIAL
@ 90% MIN R.C.
CLEAN SAND
@ 95% MIN R.C.
3" MIN SAND COVER
(HAND-TAMPED)
3" MIN SAND COVER
(HAND-TAMPED)
VEHICULAR AREAS
LIFTS NOT EXCEEDING 12 INCHES
DETAIL SHEET
MAY 31, 2022
DS
DS
DS
DS
NTS
5 5/31/2022
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION C:\EDP\Dropbox (EDP)\PROJECTS\002412011_ENG\C3D\Sheets\RRM Set\002412011_ENG-GP.dwg, SECTIONS (4), May 31, 2022 2:38am, dsote PHASE 1B - 95% CONSTRUCTION DOCUMENTS 0720-02-UR19 NO. DATE
SAN LUIS OBISPO, CA
REGISTERED PROFESSIONAL ENGINEER
STA TE OF CA LIFORNIA
EXP.
CIV IL
NO. 81227
DANIEL A. SOTELO
PRELIMINARY
D-4.1
DETAIL SHEET
CITY SPECIFICATION NO.
DATE:
PROJECT TITLE:
SHEET TITLE:
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION C:\EDP\Dropbox (EDP)\PROJECTS\002412011_ENG\C3D\Sheets\RRM Set\002412011_ENG-GP.dwg, SECTIONS, May 31, 2022 2:38am, dsote PHASE 1B - 95% CONSTRUCTION DOCUMENTS 0720-02-UR19 NO. DATE
SAN LUIS OBISPO, CA
REGISTERED PROFESSIONAL ENGINEER
STA TE OF CA LIFORNIA
EXP.
CIV IL
NO. 81227
DANIEL A. SOTELO
PRELIMINARY
D-4.2
MAY 31, 2022
DS
DS
DS
DS
NTS
5 5/31/2022
LIFTS NOT EXCEEDING 12 INCHES
DETAIL SHEET
FF=190.16
PARKING STRUCTURE
(BY OTHERS)
FF=201.40
BUILDING
(FUTURE)
1 1
EXISTING GROUND
7.9' 8.4' 8.5'
INSTALL STORMTECH MC-3500
CHAMBERS W/ MANHOLE PER
MANUFACTURER'S SPECIFICATIONS.
SEE STORMTECH DETAIL 5, SHEET D-4.2.
PROPOSED GROUND
INSTALL 30 MIL HDPE MOISTURE
BARRIER LINER OR EQUIVALENT
AT PERIMETER STONE
INSTALL 30 MIL HDPE MOISTURE
BARRIER LINER OR EQUIVALENT
AT PERIMETER STONE 9" STONE FOUNDATION DEPTH
BOTTOM OF STONE ELEV.= 183.60
RW
1 1
15.3' 15.6'
MONTEREY ST
(PUBLIC)
FRONTAGE IMPROVEMENTS (BY OTHERS)
INSTALL STORMTECH MC-3500
CHAMBERS W/ MANHOLE PER
MANUFACTURER'S SPECIFICATIONS.
SEE STORMTECH DETAIL 4, SHEET D-4.1.
PROPOSED GROUND
INSTALL 30 MIL HDPE MOISTURE
BARRIER LINER OR EQUIVALENT
AT PERIMETER STONE
FF=201.40BUILDING
(FUTURE)
EXISTING GROUND
INSTALL 30 MIL HDPE MOISTUREBARRIER LINER OR EQUIVALENT
AT PERIMETER STONE
20" STONE FOUNDATION DEPTH
BOTTOM OF STONE ELEV.= 187.30
FRONTAGE IMPROVEMENTS (BY OTHERS)
MONTEREY ST
CL
RW
EXISTING ASPHALT
(PUBLIC)
EXISTING GROUND
INSTALL STORMTECH MC-7200
CHAMBERS W/ MANHOLE PER
MANUFACTURER'S SPECIFICATIONS.
SEE STORMTECH DETAIL 3, SHEET D-4.0.
PROPOSED GROUND
FUTURE RETAINING
WALL (BY OTHERS)
48.4' 8.5'
PARKING
STRUCTURE
STAIRS
(BY OTHERS)
INSTALL 30 MIL HDPE
MOISTURE BARRIER
LINER OR EQUIVALENT
AT PERIMETER STONE
INSTALL 30 MIL HDPE
MOISTURE BARRIER
LINER OR EQUIVALENT
AT PERIMETER STONE
24" STONE FOUNDATION DEPTH
BOTTOM OF STONE ELEV.= 190.8
PL
5.0'
INSTALL STORMTECH MC-7200
CHAMBERS W/ MANHOLE PER
MANUFACTURER'S SPECIFICATIONS.
SEE STORMTECH DETAIL 3, SHEET D-4.0.
PROPOSED GROUND
PROPOSED GROUND
FUTURE RETAINING
WALL (BY OTHERS)
FUTURE RETAINING
WALL (BY OTHERS)
10.4'
EXISTING GROUND
2.1'
24" STONE FOUNDATION DEPTH
BOTTOM OF STONE ELEV.= 190.8
INSTALL 30 MIL HDPE MOISTURE
BARRIER LINER OR EQUIVALENT AT
PERIMETER STONE
INSTALL 30 MIL HDPE MOISTUREBARRIER LINER OR EQUIVALENT ATPERIMETER STONE CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION C:\EDP\Dropbox (EDP)\PROJECTS\002412011_ENG\C3D\Sheets\RRM Set\002412011_ENG-GP.dwg, SECTIONS (2), May 31, 2022 2:38am, dsote PHASE 1B - 95% CONSTRUCTION DOCUMENTS 0720-02-UR19 NO. DATE
SAN LUIS OBISPO, CA
R
E
G
ISTERED PROFESSIONAL ENGIN
E
E
R
STA TE OF CA LIFORNIA
EXP.
CIV IL
NO. 81227
DANIEL A. SOTELO
PRELIMINARY
D-4.3
DETAIL SHEET
MAY 31, 2022
DS
DS
DS
DS
NTS
5 5/31/2022
REQUEST FOR PROPOSALS
RESIDENT ENGINEER AND CONSTRUCTION MANAGEMENT SERVICES
CULTURAL ARTS DISTRICT PARKING STRUCTURE
CITY PROJECT NO. 90435
May 2022
The City of San Luis Obispo (City) is currently soliciting proposals for Resident Engineer and Construction Management Services for its Cultural Arts District Parking Structure Project.
Each proposal must specify each and every item as set forth in the attached specifications. Any and all exceptions must be clearly stated in the proposal. Failure to set forth any item in the specifications without taking exception may be grounds for rejection. The City reserves the right to reject any and all proposals and to waive any irregularity or informality in any proposal or in the RFP process, as long as, in the judgment of the City, such action will not negate fair competition and will permit proper comparative evaluation of the proposals submitted.
This RFP is posted on the City’s website at:
http://www.slocity.org
Any changes, additions, or deletions to this RFP will be in the form of written addenda issued by the City. Any addenda will be posted on the website. Prospective proposers must check the website for addenda or other relevant new information during the response period. The City is not responsible for the failure of any prospective proposer to receive such addenda. All addenda so issued will become a part of this RFP.
If your firm is interested and qualified, please submit the following in separately sealed envelopes plainly marked with the proposal title, specification number, Consultant name, and time and date of the proposal opening. All proposals must be submitted to the front counter at the Public Works Department, 919 Palm Street, by, 2:00 p.m. on July 28th, 2022.
If you have any questions about the proposal process, please contact the Engineer directly.
MANUEL GUZMAN
Construction Engineering Manager
[email protected]
City of San Luis Obispo RFP No. 90435 May 2022 Page 2
RESIDENT ENGINEER AND CONSTRUCTION MANAGEMENT SERVICES FOR THE CULTURAL
ARTS DISTRICT PARKING STRUCTURE PROJECT
Table of Contents
I. INTRODUCTION ..............................................................................................4 PURPOSE............................................................................................................................................... 4 PROJECT LOCATION............................................................................................................................ 4 BACKGROUND ...................................................................................................................................... 4 II. SCHEDULE AND SUBMITTAL............................................................................6 A. RFP SCHEDULE .................................................................................................................................... 6 B. PROPOSAL SUBMITTAL ....................................................................................................................... 6 III. GENERAL INSTRUCTIONS ................................................................................7 A. CITY RIGHTS & OPTIONS..................................................................................................................... 7 B. CHANGES TO THE RFP........................................................................................................................ 8 C. COMMUNICATIONS............................................................................................................................... 9 D. INSURANCE........................................................................................................................................... 9 E. EXCEPTIONS & DEVIATIONS............................................................................................................. 10 F. AWARD AND STANDARD AGREEMENT ........................................................................................... 10 G. PREVAILING WAGE............................................................................................................................. 10 H. FAIR EMPLOYMENT PRACTICE ........................................................................................................ 11 I. PROTEST OF AWARD......................................................................................................................... 11 IV. PROPOSAL FORMAT......................................................................................12 COVER LETTER................................................................................................................................... 12 FIRM QUALIFICATIONS ...................................................................................................................... 12 ORGANIZATION AND APPROACH..................................................................................................... 12 SCOPE OF WORK ............................................................................................................................... 13 CONTRACT AGREEMENT .................................................................................................................. 13 REFERENCES...................................................................................................................................... 13 OPTIONAL – ADDITIONAL SUPPORTING INFORMATION............................................................... 13 V. CONSULTANT EVALUATION & CONTRACT AWARD........................................14 PROPOSAL RESPONSIVENESS........................................................................................................ 14 EVALUATION PROCEDURES............................................................................................................. 14 CONTRACT AWARD............................................................................................................................ 15 VI. 16
APPENDIX A – SCOPE OF SERVICES.........................................................................16 APPENDIX B – VICINITY MAP..................................................................................23 APPENDIX C – SAMPLE CONTRACT.........................................................................24 Page 224 of 542 City of San Luis Obispo RFP No. 90435 May 2022 Page 3
RESIDENT ENGINEER AND CONSTRUCTION MANAGEMENT SERVICES FOR THE CULTURAL
ARTS DISTRICT PARKING STRUCTURE PROJECT
APPENDIX D – QUALITY ASSURANCE PROGRAM....................................................31 APPENDIX E – CONTRACT DOCUMENTS .................................................................32
City of San Luis Obispo RFP No. 90435 May 2022 Page 4
RESIDENT ENGINEER AND CONSTRUCTION MANAGEMENT SERVICES FOR THE CULTURAL
ARTS DISTRICT PARKING STRUCTURE PROJECT
I. INTRODUCTION
PURPOSE
The purpose of this Request for Proposal (RFP) is to provide interested parties with sufficient information regarding the construction management services the City of San Luis Obispo Department of Public Works (City) is seeking for its Cultural Arts District Parking Structure Project (project). This information is intended to enable interested parties to prepare and submit proposals for a single construction management and resident engineer team to manage the construction for this project. See Scope of Services attached as Appendix A.
PROJECT LOCATION
The project is located on:
The corner of Nipomo Street and Palm Street. See Vicinity Map Attached as Appendix B.
BACKGROUND
The proposed scope is to provide construction management and resident engineer services to manage the Cultural Arts District Parking Structure Project. It is anticipated that a single team will work together to manage the demolition of an existing parking lot and buildings (the “Existing Site”) and construction of a new cast-in-place parking facility consisting of at least 400 parking spaces (the “Cultural Arts District Parking Structure”) in downtown San Luis Obispo (the “Project”). Two future buildings are planned immediately adjacent to the parking structure: a “liner building” along the Nipomo Street frontage and part of the Palm Street frontage; and a theater at the corner of Monterey and Nipomo Streets. Although neither of these buildings are part of this scope of work, they both have some shared access points and utilities which need to be coordinated as a part of this project.
The project will be constructed in phases, under separate construction contracts, as follows:
1. Relocation of PG&E Services crossing site. Note: This contract inspection and management will not be part of this work scope.
2. Phase 1B: Phase 1 On-Site Improvement Plans. Phase 1 includes site structure and parking lot demolition, grading, and permanent shoring work in preparation for garage construction in Phase 2.
3. Phase 2: Palm - Nipomo Parking Structure. Phase 2 includes vertical construction of the parking structure, including frontage improvements and utility work.
Phase 1, On-Site Improvements, generally consists of:
1) Demolition and disposal of three residential lots and structures located at 633 Palm Street, 610 Monterey Street, and 614 Monterey Street
2) Demolition and site clearing of existing asphalt parking lot, including paving, landscaping, meters, and miscellaneous improvements.
3) Temporary shoring along the Monterey Street frontage. 4) Construction of permanent shoring along the north-east property line. 5) Stormwater Chamber installation.
6) Existing tree protection.
Phase 2, Palm-Nipomo Parking Structure, generally consists of:
1) A new five-level cast-in-place parking structure with an approximately 32,000sf footprint (approximately 163,000sf gross), and approximately 400 total parking spaces.
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a. Level 1 (the ground floor) consists of standard parking, accessible parking, EV parking, and bicycle parking.
b. Level 2 consists of standard parking, accessible parking, and EV parking. c. Level 3 and Level 4 consist of standard parking and accessible parking. d. Level 5 (the roof deck) consists of standard parking and accessible parking, with photovoltaic overhead panels.
e. Two elevators.
f. Automated revenue/payment system.
2) Site improvements including:
a. Off-site road improvements including new bulb-outs and decorative crosswalks and intersections.
b. Construction of curb, gutter, driveway aprons, and sidewalk. c. Underground utilities.
d. Pedestrian entry plazas (temporary where installed with future SLOREP Theatre Improvements)
e. Planting and irrigation
Note that the building contracts will include provisions for the contractor to provide an office space and a conference room for the construction management team and provide electricity, phone, internet, water and sanitation services.
Phase one of the project is planned to begin construction in Spring 2023 and last for approximately 6 months, plus contract close-out. Phase two of the project is planned to begin construction in Fall 2023 and last for approximately 23 months, plus contract close-out
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II. SCHEDULE AND SUBMITTAL
A. RFP SCHEDULE
The following represents the tentative schedule for this RFP. Any change in the scheduled dates for the Proposal Submission Deadline, or Interviews will be advertised in the form of an addendum to this RFP. The schedule for other milestones dates may be adjusted without notice.
RFP Schedule Date
Issued June 25, 2022
Proposal Submission Date July 28, 2022, at 2:00 PM
Evaluation of Proposals August 11, 2022
Complete Evaluations August 24, 2022
Finalize Staff Recommendation August 31, 2022
Award by City Council September 27, 2022
Notice to Proceed 1 day from award by City Council
B. PROPOSAL SUBMITTAL
If your firm is interested and qualified, please submit a proposal in a sealed envelope by 2:00 p.m. on July 28, 2022. The proposal must be a maximum of 15 pages total, not including staff resumés
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III. GENERAL INSTRUCTIONS
A. CITY RIGHTS & OPTIONS
1. All proposals must be submitted to the City’s Public Works Department, 919 Palm Street, in sealed envelopes no later than 2:00 p.m. on July 28th, 2022. Late proposals will not be considered.
2. All costs incurred in the preparation and submission of proposals and related documentation will be borne solely by the proposer.
3. An impartial Selection Committee will develop a ranking of consultant proposals and recommend the most qualified consultant for tentative selection and contract negotiations.
4. The cost proposal of the top ranked consultant will be reviewed and may be negotiated with the consultant. Upon successful contract negotiations, staff will recommend a contract be awarded.
5. Consultant fees will be negotiated with the selected firm and finalized prior to the award of contract.
6. This RFP does not constitute an offer of employment or to contract for services. In addition, this RFP does not commit the City to negotiate a contract. The issuance of this RFP does not constitute an agreement by the City that any subsequent selection processes will occur, or that any contract will be entered into by the City.
7. The City has the right to use any or all ideas or concepts presented in any proposal or interview without restriction, without conversation to all applicants.
8. The City reserves the option to accept or reject any or all proposals, wholly or in part, received by reason of this request, and make more than one award, or no award, as the best interests of the City may appear.
9. All documents submitted to the City in response to this RFP will become the exclusive property of the City.
10. The City reserves the right to award the contract to the firm that presents the proposal which, in the judgment of the City, best accomplishes the desired results.
11. Any contract awarded pursuant to this Request for Proposal will incorporate the requirements and specifications contained in this Request for Proposal. All information presented in a proposer’s proposal will be considered binding upon selection of the successful proposer, unless otherwise modified and agreed to by the City during subsequent negotiations.
12. The City reserves the right to remedy technical errors, modify the published scope of services and approve or disapprove the use of all sub-consultants.
13. The approximate term of the contract will be (2.5) years from date of award.
14. Any contract awarded pursuant to this RFP will incorporate the requirements and specifications contained in this RFP. All information presented in a proposer’s proposal will be considered binding upon selection of the successful proposer, unless otherwise modified and agreed to by the City during subsequent negotiations.
15. Under the provisions of the California Public Records Act (the “Act”), Government Code section 6252 et seq., all “public records” (as defined in the Act) of a local agency, such as the City, must be available for inspection and copying upon the request of any person.
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Under the Act, the City may be obligated to provide a copy of any and all responses to this RFP, if such requests are made after the contract is awarded. One exception to this required disclosure is information which fits within the definition of a confidential trade secret [Government Code section 6254(k)] or contains other technical, financial or other data whose public disclosure could cause injury to the proposer’s competitive position. If any proposer believes that information contained in its response to this RFP should be protected from disclosure, the proposer MUST specifically identify the pages of the response that contains the information by properly marking the applicable pages and inserting the following notice in the front of its response:
NOTICE: The data on pages _ of this response identified by an asterisk (*) contain technical or financial information, which are trade secrets, or information for which disclosure would result in substantial injury to the proposer’s competitive position. Proposer requests that such data be used only for the evaluation of the response but understands that the disclosure will be limited to the extent the City considers proper under the law. If an agreement is entered into with the proposer, the City shall have the right to use or disclose the data as provided in the agreement, unless otherwise obligated by law.
The City will not honor any attempt by proposer to designate its entire proposal as proprietary. If there is any dispute, lawsuit, claim or demand as to whether information within the response to the RFP is protected from disclosure under the Act, proposer shall indemnify, defend, and hold harmless, the City arising out of such dispute, lawsuit, claim or demand.
16. The proposing firm warrants that no official or employee of the City has an interest, has been employed or retained to solicit or aid in the procuring of a contract resulting from this RFP, if any, and further warrants that such person will not be employed in the performance of such contract without immediate written notice to the City.
17. Firms submitting a proposal shall warrant that their offer is made without any previous understanding, agreement, or connection with any person, firm, or corporation submitting a separate proposal for the same project and is in all respects fair, without outside control, collusion, fraud, or otherwise illegal action. This condition will not apply to proposals which are submitted by firms who have partnered with others to submit a cooperative proposal that clearly identifies a primary contractor and the associated sub-contractors.
18. Unforeseen additional items and/or services may be required. The City therefore reserves the right to negotiate with the successful proposer for additional items and/or services beyond what is described in Appendix A to be added to the final contract.
B. CHANGES TO THE RFP
This RFP is posted on the City’s website at:
http://www.slocity.org
Any changes, additions, or deletions to this RFP will be in the form of written addenda issued by the City. Any addenda will be posted on the website. Prospective proposers must check the website for addenda or other relevant new information during the response period. The City is not responsible for the failure of any prospective proposer to receive such addenda. All addenda so issued will become a part of this RFP. Any proposer who has already submitted their proposal and desires to make corrections, may remove and replace their proposal up to the date and time for
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which this RFP closes.
C. COMMUNICATIONS
All communications concerning this RFP must be directed to [email protected]. All other communication is not binding and will in no way modify the RFP or the obligations of the City. All questions will receive a response within five (5) business days.
The proceedings of the Selection Committee are confidential, and members of the Selection Committee are not to be contacted by the proposers. After the solicitation has closed, proposers can request to view the RFP award information. Any questions and requests for information must be addressed to the Engineer.
D. INSURANCE
The Consultant shall procure and maintain for the duration of the contract insurance against claims for injuries to persons or damages to property which may arise from or in connection with the performance of the work hereunder by the Consultant, its agents, representatives, employees or subconsultants.
Minimum Scope of Insurance. Coverage shall be at least as broad as:
1. Insurance Services Office Commercial General Liability coverage (occurrence form CG 20 10 Prior to 1993 or CG 20 10 07 04 with CG 20 37 10 01 or the exact equivalent as determined by the City).
2. Insurance Services Office form number CA 0001 (Ed. 1/87) covering Automobile Liability, code 1 (any auto).
3. Workers' Compensation insurance as required by the State of California and Employer's Liability Insurance.
4. Errors and Omissions Liability insurance as appropriate to the consultant's profession.
Minimum Limits of Insurance. Consultant shall maintain limits no less than:
1. General Liability: $1,000,000 per occurrence for bodily injury, personal injury and property damage. If Commercial General Liability or other form with a general aggregate limit is used, either the general aggregate limit shall apply separately to this project/location or the general aggregate limit shall be twice the required occurrence limit.
2. Automobile Liability: $1,000,000 per accident for bodily injury and property damage.
3. Employer's Liability: $1,000,000 per accident for bodily injury or disease.
4. Errors and Omissions Liability: $1,000,000 per occurrence.
Deductibles and Self-Insured Retentions. Any deductibles or self-insured retentions must be declared to and approved by the City. At the option of the City, either: the insurer shall reduce or eliminate such deductibles or self-insured retentions as respects the City, its officers, officials, employees and volunteers; or the Consultant shall procure a bond guaranteeing payment of losses and related investigations, claim administration and defense expenses.
Other Insurance Provisions. The general liability and automobile liability policies are to contain, or be endorsed to contain, the following provisions:
1. The City, its officers, officials, employees, agents and volunteers are to be covered as insureds as respects: liability arising out of activities performed by or on behalf of the Consultant; products and completed operations of the Consultant; premises owned, occupied or used by the Consultant; or automobiles owned, leased, hired or borrowed by the Consultant. The coverage shall contain no special limitations on the scope of protection afforded to the City, its officers, official, employees, agents or volunteers.
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2. For any claims related to this project, the Consultant's insurance coverage shall be primary insurance as respects the City, its officers, officials, employees, agents and volunteers. Any insurance or self-insurance maintained by the City, its officers, officials, employees, agents or volunteers shall be excess of the Consultant's insurance and shall not contribute with it.
3. The Consultant's insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the limits of the insurer's liability.
4. Each insurance policy required by this clause shall be endorsed to state that coverage shall not be suspended, voided, canceled by either party, reduced in coverage or in limits except after thirty (30) days prior written notice by certified mail, return receipt requested, has been given to the City. The Consultant agrees to notify the City in the event that the policy is suspended, voided or reduced in coverage or limits. A minimum of 30 days prior written notice by certified mail, return receipt requested, will be provided.
Acceptability of Insurers. Insurance is to be placed with insurers with a current A.M. Best's rating of no less than A:VII.
Verification of Coverage. Consultant shall furnish the City with a certificate of insurance showing maintenance of the required insurance coverage. Original endorsements effecting general liability and automobile liability coverage required by this clause must also be provided. The endorsements are to be signed by a person authorized by that insurer to bind coverage on its behalf. All endorsements are to be received and approved by the City before work commences.
E. EXCEPTIONS & DEVIATIONS
Any exceptions to or deviations from the requirements set forth in this RFP must be declared in the proposal submitted by the proposer. The City may waive any immaterial deviation or defect in a proposal.
F. AWARD AND STANDARD AGREEMENT
The City reserves the right to make awards within sixty (60) days after the date of the RFP closing.
The successful proposer is expected to execute a contract similar to the contract in Appendix C.
This sample contract is for reference to the anticipated terms and conditions governing the City and the successful proposer. The proposer must take exception in their proposal to any section of the attached contract they do not agree with. Failing to do so will be deemed as acceptance by the proposer to the terms spelled out in the sample contract. The City reserves the right, in its sole discretion, to add, delete, or modify, or negotiate additional terms and conditions to the attached contract. BEFORE BEGINNING ANY WORK OR SUBMITTING A PROPOSAL, IT IS ADVISED
THAT PROPOSERS READ THE CITY INSURANCE AND INDEMNIFICATION REQUIREMENTS IN THE ATTACHED SAMPLE CONTRACT.
G. PREVAILING WAGE
A portion of this work is prevailing wage work. For any work proposed by the prime consultant or a subconsultant (any tier) under this contract, in accordance with Labor Code Section 1720 et seq., employees must be paid at least the prevailing rate wages for public works performed on the project. Prime consultant and any applicable subconsultant (any tier) must register with the Department of Industrial Relations (DIR) prior to contract award, must remain registered for the entire term of the contract, and must submit certified payroll records to DIR at least monthly for such work.
Firms can register at:
http://www.dir.ca.gov/Public-Works/PublicWorks.html
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H. FAIR EMPLOYMENT PRACTICE
The Consultant and all subconsultants must comply with all laws and regulations governing nondiscrimination in employment, including the Americans with Disabilities Act of 1990, the Fair Employment and Housing Act (California Government Code Section 129000 et seq.), and the applicable regulations promulgated thereunder Title 2, Division 4.1, Chapter 5 of the California Code of Regulations Section 11000 et seq..
The Consultant, with regard to the work performed by them during the Contract, must not discriminate on the grounds of race, religious creed, color, national origin, ancestry, physical disability, mental disability, medical condition, genetic information, marital status, sex, gender, gender identity, gender expression, age, sexual orientation, or military and veteran status of any person in employment or the selection and retention of subcontractors, including procurement of materials and leases of equipment.
I. PROTEST OF AWARD
Any objection to the City’s final decision will be handled according to applicable state and local procurement laws.
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IV. PROPOSAL FORMAT
A qualifying proposal must address all the following points and shall be in the format outlined in this section. The technical proposal will be a maximum of 15 pages total, not including staff resumés.
COVER LETTER
The cover letter will be addressed to:
Manuel Guzman
Construction Engineering Manager
The letter must be on proposer’s letterhead and include the proposer’s contact name, mailing address, telephone number and email address. The letter will address the proposer’s understanding of the services being requested and any other pertinent information the proposer believes should be included.
The name, address, telephone number, and email address of the person authorized to represent the firm with respect to all notices, negotiations, discussions, and other communications relating to this proposal, to any negotiation relating to the contract should be included in the letter.
The letter must be signed by the individual authorized to bind the Consultant to the representations, commitments, and statements in the proposal.
FIRM QUALIFICATIONS
The City will only consider proposals that demonstrate firms have successfully completed comparable projects. These projects must illustrate the quality, type, and past performance of the project team. Submittals must include a detailed description of a minimum of three (3) projects within the past five (5) years which include the following information:
1. Contracting agency
2. Contracting agency Project Manager and contact information
3. Contract amount
4. Date of contract
5. Date of completion
6. Consultant Project Manager and contact information
7. Consultant Resident Engineer and contact information
8. Project Objective
9. Project Outcome: include original construction contract amount and final amount.
ORGANIZATION AND APPROACH
1. Provide an organizational chart identifying the project manager for the work and each key person who would be assigned to carry out the work and their respective roles in performing the work – specifically the Resident Engineer(s) and any Assistant Resident Engineers, inspectors, materials sampling and testing, other key support or contract administration staff. Provide a separate description of the experience and qualifications of the project manager and each key person, including a summary of experience on similar projects.
Resumés should be included for all key individuals as an appendix to the submittal.
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2. Describe your project and management approach. Provide a detailed description of how the team and scope of work will be managed.
3. A list of no more than three references for the consultant and no more than three references for each subconsultants, including the names, addresses and telephone numbers of recent related clients/projects, preferably other public agencies and a listing of the specific projects and key individuals that have participated in them. Include the dollar amount related to the participation. Identify how much experience the firm and subconsultant has had with public agencies.
4. Describe your cost control and budgeting methodology for this project.
5. Provide responses to the following:
a. Describe critical construction related issues associated with the project and how you will address these.
b. Describe critical environmental issues and how you will address these. c. Describe how cost and schedule for the construction contract and your scope of work could be minimized.
SCOPE OF WORK
This section should establish that the proposer understands the City’s objectives and requirements, demonstrate the proposer’s ability to meet those requirements and outline clearly and concisely the plan for accomplishing the specified work in accordance with the time schedule as outlined in Appendix A, Scope of Services:
1. Include a detailed Scope of Work Statement describing all services to be provided.
2. Indication of information and participation the proposer will require from City staff.
3. Describe project deliverables for each phase of your work.
CONTRACT AGREEMENT
Indicate any issues or proposed changes to the sample contract included as Appendix C.
The Consultant must provide a brief statement affirming that the proposal terms will remain in effect for one hundred twenty (120) days following the date proposal submittals are due.
A contract will not be awarded to a consultant without an adequate financial management and accounting system as required by 48 CFR Part 31 and 2 CFR Part 200.
REFERENCES
A list of no more than three references for the consultant and three references for each subconsultant, including the names, addresses and telephone numbers. These references may be the same as the references listed above in IV. Proposal Format, Section C. Organization and Approach.
OPTIONAL – ADDITIONAL SUPPORTING INFORMATION
Provide additional supporting information, not requested above, that you believe is pertinent to evaluating your firm’s ability to provide comparable program services.
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V. CONSULTANT EVALUATION & CONTRACT AWARD
PROPOSAL RESPONSIVENESS
Responses to this RFP must be complete. Responses that do not include the proposal content requirements identified within this RFP and subsequent addenda will be considered incomplete and will receive no further consideration.
EVALUATION PROCEDURES
Proposals will be evaluated according to each weighted Evaluation Criteria and scored on a zero to five-point rating scale shown in the table below. The scores for the Evaluation Criteria will then be multiplied according to their assigned weight to arrive at a weighted score for each firm. A firm’s proposal or interview with a high weighted total will be deemed of higher quality than a proposal or interview with a lesser-weighted total.
Rating Scale
0 Not
Acceptable
Non-responsive, fails to meet RFP specifications. The approach has no probability of success in achieving project objectives per the RFP. 1 Poor
Below average, falls short of expectations, is substandard to that which is the average or expected norm, has a low probability of success in achieving project objectives per the RFP.
2 Fair Has a reasonable probability of success, however, some objectives may not be met.
3 Average
Acceptable, achieves all objectives in a reasonable fashion per the RFP. This will be the baseline score for each item with adjustments based on interpretation of the proposal by Selection Committee.
4 Above
Average/Good
Very good probability of success, better than that which is average or expected as the norm. Achieves all objectives per RFP requirements and expectations. 5 Excellent/
Exceptional
Exceeds expectations, very innovative, clearly superior to that which is average or expected as the norm. Excellent probability of success and in achieving all objectives and meeting RFP requirements and expectations.
The Proposal Evaluation Criteria and their respective weights are as follows:
No. Criteria Weight
1 Firm Qualifications 5
2 Quality of Staff for Work 5
3 Organization and Approach 5
4 Other (Interviews, Etc.) 5
5 References 5
TOTAL 25
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CONTRACT AWARD
The final selection of the awarded consultant will be contingent upon successful contract negotiations and approval by the San Luis Obispo City Council. The City Public Works Director will administer and enforce the provisions of the contract.
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VI.
APPENDIX A – SCOPE OF SERVICES
Consultant X shall provide an experienced registered Civil Engineer Construction Manager and support staff (as required) to manage the Project. Project Management services will include, but not be limited to, all items associated with construction management and inspection services necessary for project completion and closeout.
Typical Duties – The Work Tasks, defined in section below, generally include the following:
1. Maintain an awareness of safety and health requirements and enforce applicable contract provisions for the protection of the public and project personnel.
2. Provide technical and administrative management services for the project, coordination and oversight of all activities related to the construction of the project, and provide constant communication to the Project Manager of activities and concerns on the project. Review all prepared documents with the Project Manager prior to submission to the Contractor.
3. Evaluate cost reduction incentive proposals and provide recommendations to Project Manager for acceptance or denial.
4. Perform the duties of Resident Engineer and Assistant Resident Engineer in accordance with Caltrans procedures including construction inspection, pay quantity calculations, materials sampling and testing, and compliance monitoring with project plans, specifications, permits, environmental documents, and agreements.
5. Review and monitor the contractor’s schedule through weekly meetings, and maintain an as-built schedule.
6. Maintain binders of job records in accordance with Caltrans standards.
7. Prepare daily inspection and materials records and weekly status reports, and stormwater compliance documentation.
8. Prepare all correspondence related to project activities and review with the Project Manager.
9. Identify actual and potential problems associated with the construction project and consult with the design engineer and Project Manager to implement engineering solutions.
10. Coordinate submittal reviews and timely approvals with the design team and Project Manager.
11. Prepare and approve progress payments and supporting documentation. The City will provide signature authorization of monthly payments.
12. Pre-negotiate and prepare contract change orders. The City will provide signature authorization of contract change orders.
13. Perform labor and subcontracting compliance tasks including labor interviews and verifying certified payrolls and subcontractors utilization.
14. Complete record drawing markups daily, final Project certification, as outlined in Task 5, “Post-Construction Services.”
15. Recommend project acceptance in accordance with Caltrans and City Standard Specifications and procedures.
16. Ensure full compliance to Americans with Disabilities Act (ADA).
Work Tasks - A preliminary scope of services follows and includes identified work tasks.
Task 1 – Pre-Construction Services
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This task includes pre-construction services including, but not limited to the following:
Assist the City in evaluation of bids received.
Review contract plans, specifications, permits and agreements, including utility relocation work and construction easement.
Review Resident Engineer files. Resident Engineer’s files consist of design engineer memos to Resident Engineers, and technical reports, environmental document, permits, and studies.
Prepare a Resident Engineer’s project schedule which includes all pre-construction and utility relocations by others, and notification timelines noted on all permits, agreements, and contract documents. Upon receipt of Contractor’s schedule, evaluate and confer with the Contractor regarding workability of the schedule or suggest changes that may improve the schedule and update Resident Engineer’s schedule.
Prepare project instructions and establish proposed contract administration and record keeping procedures to be used during construction for review and approval by Project Manager.
Attend meeting with City and Design Engineer to discuss design features. The intent of this meeting is to answer questions from the Resident Engineer, meet key staff, and review contract administration procedures.
Attend meeting with Caltrans project staff. Establish protocols and discuss key issues and concerns of the State.
Establish electronic records file structure and protocol for daily uploading to City network. Folder organization should be built from Caltrans standard record keeping guidelines.
Prepare meeting agenda identifying attendees and conduct a pre-construction conference with the Contractor awarded the construction contract. Prepare and circulate meeting minutes.
Follow Caltrans Standard Specifications Section 5-1.43, Potential Claims and Dispute Resolution in establishing a Dispute Resolution Advisor (DRA) or Dispute Resolution Board (DRB) as mutually agreed to by the City and the Contractor. The agreed to process shall be reviewed and approved by Project Manager. Establish correspondence protocols for contractor – construction management communications to allow for clear tracking of correspondence sequences and responses.
Task 2 – Construction Services
This task includes project management, construction administration, scheduling, project observation/inspection, and materials testing during construction. Consultant management services shall be in accordance with the Caltrans Local Assistance Program and Construction Manuals, including but not limited to the following:
Project Coordination and Communication
Serve as the focal point for coordination among the contactor, surveyors, material testers, design team, the Project Manager, other agencies, utility companies, and other parties.
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Maintain close contact with Project Manager and the design team and review all correspondence with the Project Manager prior to issuance. Maintain and track correspondence in an organized manner throughout the project. Receive all Contractor correspondence and prepare and transmit responses.
Coordinate with applicable parties, as required, to develop responses. Conduct weekly, or as necessary, construction contract coordination meetings with the Contractor. Take minutes and distribute to parties designated in the project instructions.
Schedules, Progress Meetings, and Reports
Review Contractor’s planned schedule for conformance with the specifications and for reasonableness of the sequence and duration of the activities. Provide acceptance or correction noticing to Contractor.
Review work progress as compared to the planned schedule and notify Contractor of schedule slippage. Analyze schedule to determine impact of weather and change orders. Obtain from Contactor updates of construction schedule incorporating actual progress, weather delays, and change order impacts. Negotiate time extensions due to change orders and other delays.
Prepare and submit a monthly progress report to Project Manager describing key issues, cost status, and schedule status.
Maintain as-built schedule
Payment
Review Contractor’s initial schedule of values for reasonableness and ease of monitoring.
Prepare monthly quantity calculations to support progress payments. Review and approve quantities submitted with monthly progress payment requests, negotiate differences over amount, and process payments through the Project Manager.
Submittals and Requests for Information (RFI)
Receive, stamp, and log submittals, and review and approve, or distribute for review as necessary.
Monitor the review and return of submittals to Contactor. Provide reminders in advance of deadlines for submittal reviewers
Develop and maintain a submittal tracking list to identify parties responsible for review and acceptance, and received and response due dates. Receive, process, and monitor Requests for Information (RFI) from Contactor. Prepare responses to RFI related to construction issues in a timely manner. Transmit design-related RFI to Design Engineer and copy the Project Manager. Conduct meetings with Contractor and other parties, as needed, to discuss and resolve RFI.
Change Orders
Evaluate potential change orders for compliance with permits, environmental documents and other on-site and construction constraints. Provide appropriate feedback for modifications or adjustments to change order proposals.
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Prepare Cost Request Bulletins, perform quantity and cost analysis, as required, for negotiation of change orders, and negotiate payment for contract change orders.
Prepare change orders related to construction issues based on drawings, specifications, and other information from the City, design team, Project Manager, Caltrans, or Contractor.
Perform change order administration, including obtaining Caltrans and City approval of change order requests, issuing proposed change orders to Contractor, maintaining logs of proposed change orders, receiving change order quotations from Contractor, negotiating change order costs and time extension, processing final negotiated change orders, and incorporating approved change order into progress payment breakdown.
Prepare recommendations to accompany change order documents and forward to Caltrans Representative and Project Manager for review and approval. Obtain Contractor signature and provide to the City for execution.
Construction Observation/Inspection Services
Provide experienced and qualified inspectors (qualified by the State of California, Department of Transportation) and who are acceptable to the City. The inspectors will ensure compliance with all aspects of the construction contract by continuously monitoring, evaluating, approving or rejecting the Contractor’s work in accordance with the approved construction contract documents. Review laboratory, shop and mill test reports of materials and equipment, and coordinate as required with the Design Engineers.
Review the safety programs developed by the Contractor as required by the contract documents and monitor the Contractor's compliance. Determine that the Contractor’s work is being performed in accordance with Caltrans' requirements and in accordance with the requirements of the contract documents. Endeavor to guard the City against defects and deficiencies in the work. As appropriate, require special inspection or testing, or make recommendations to the City regarding special inspection or testing of work not in accordance with the provisions of the contract documents, whether or not such work is fabricated, installed or completed. Subject to review by Caltrans and City, reject work, which does not conform to the requirements of Caltrans, the City or the contract documents.
Record the progress of the project. Provide accurate and precise daily inspection reports. Submit written daily progress reports to the City and Caltrans, including information on Contractor and the entire project, showing percentages of completion and the number and status of change orders.
Keep daily logs containing a record of weather, Contractor's work on the site, number of workers, work accomplished, problems encountered, and other relevant data. Make the log available to the City and Caltrans. Prepare and send a Weekly Statement of Working Days to the Contractor.
Check certified payrolls and monitor Contractor's compliance with labor code requirements.
Monitor all inspection activities, both City provided and any consulted out inspections.
Consolidate punch list items indicating work remaining for project closeout.
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Claims
Receive and analyze Notices of Potential Claim and Claims submitted. Review Notices and Claims with the Contract to verify understanding and determine if reasonable solution exists to address and eliminate the Claim. Review resolutions with the Project Manager and prepare appropriate response. Perform claims administration, including coordinating and monitoring claims response preparation, logging claims, and tracking claims status, and response deadlines.
Task 3 – Materials Testing
Materials testing services will be required for construction of the project and provided by the Consultant or subconsultant, as directed by the Consultant. Consultant shall review and monitor testing for compliance with the project requirements. The materials testing requirements include, but are not limited to, the following:
Select and retain the professional services of special consultants and testing laboratories certified by Caltrans. Monitor and coordinate their services. Provide a quality control service including inspection and testing of all materials, such as but not limited to, steel strength, concrete strength, gravel gradations, soil compaction in accordance with the Caltrans Standard Specifications and Construction Manual.
Task 4 – Surveying
Surveying is anticipated to be performed by Consultant’s Staff as directed by the Construction Manager. The Construction Manager shall review and monitor surveys to verify compliance with the project requirements. The surveying requirements include, but are not limited to, the following:
Provide construction surveying services per the latest Caltrans “Survey Manual” and its revisions.
Surveys performed by the Engineer shall conform to the requirements of the Land Surveyor’s Act. Responsible Charge for the work shall reside with a January 1, 1982 Registered Civil Engineer or a licensed Land Surveyor in the State of California.
The minimum standard of survey quality shall be that of similar surveys performed by Caltrans.
Either Caltrans or City will designate the existing horizontal and vertical control monuments that are to be the basis of all surveys. Either Caltrans or City will provide the California coordinate system values and elevations of these monuments. The Consultant shall adjust all Consultant performed surveys to the designated control monuments and their values.
Monuments established by the Consultant shall be marked by the Consultant with State furnished disks, plugs, or tags. In addition, the Consultant shall identify Consultant established monuments by tagging or stamping the monuments with the license or registration number of the Engineer’s surveyor who is in “responsible charge” of the work. Replacement of survey monuments shall be the responsibility
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RESIDENT ENGINEER AND CONSTRUCTION MANAGEMENT SERVICES FOR THE CULTURAL
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of the Consultant. All new monuments shall be set in accordance with current City and Land Surveyors Act requirements.
Task 5 – Post-Construction Services
The post-construction services task includes project closeout after the work is complete.
The post-construction services requirements include, but are not limited to, the following:
Compile record drawing information, and provide one copy of red-lined project drawings to the City.
Compile any outstanding claims and documentation together in a coherent package.
The design consultant will provide project changes to original design mylars to complete the record set.
Final payment will be recommended by Consultant to the City and all remaining project files (organized in the manner specified in the Caltrans Construction Manual or otherwise specified in Project Plans & Specifications) will be transmitted to the City and Caltrans for archiving.
Project Certification and a Notice of Completion shall be provided in consultation with the City and Caltrans.
All claims shall be processed in accordance with Caltrans 2015 Standard Specifications Section 5-1.43, Potential Claims and Dispute Resolution.
Environmental Monitoring
The Environmental Monitor shall sign off and approve compliance with the approved MMRP and document implementation of all BMP and on and off-site mitigation measures included in the project specifications.
Work Tasks - A preliminary scope of services follows and includes identified work tasks. The environmental monitoring requirements include, but are not limited to, the following:
Task 1 – Environmental Pre-Construction Services
Consultant shall provide qualified biologists to perform pre-construction surveys and training as required by the permits and the Mitigation Monitoring Program adopted by Caltrans. The pre-construction surveys should also include a photograph record of the pre-construction condition of the site. Additional pre-construction services include:
Initial field inspections to establish no species are present (nesting surveys, etc.) Training of the construction crews on what to look out for (including new crew orientation). Live training is required for when the job starts to include: foreman, supervisors, project managers, and resident engineers. Once this initial training is completed then project specific training videos shall be created for small crew changes.
Pre-construction notifications to regulatory agencies that construction will begin in 30 days.
Submit construction/work schedule to CDFW prior to commencing Project activities. Submit results of CRLF surveys to CDFW within 7 days of survey.
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Submit burrowing owl survey results to CDFW at least 5 days prior to commencing project activities.
Submit bat survey results to CDFW within 30 days prior to commencing project activities.
Submit Avian surveys to CDFW at least 5 days prior to commencing project activities Task 2 – Environmental Construction Services
Consultant shall provide qualified biologists to provide monitoring during construction, which shall include:
Biological monitoring during in-water activities including Diversion/Dewatering Activities.
Monitoring during placement of ESA fencing.
Biweekly monitoring during construction.
Water sampling as required to measure turbidity, etc. Perform any species relocation that may be required by environmental permits.
Task 3 – Environmental Post-Construction Services
Consultant shall provide qualified biologists to provide monitoring of post-construction activities, which shall include:
Photograph record of as-built condition.
Post-construction monitoring of habitat effectiveness. Post-construction monitoring of project site revegetation. Preparation of reports to be submitted to jurisdictional agencies, etc. Final compliance report shall be submitted to CDFW within 30 days of project completion.