Santa Clarita City Council
November 28, 2023

DRAFT

AGREEMENT BETWEEN CITY OF SANTA CLARITA AND

HENRY MAYO NEWHAL HOSPITAL AND HCN G&L

VALENCIA SUB, LLC

This Agreement for the McBean Parkway Realignment, Project No. S1047 / DEML22- 5450(103) (“Agreement”) is dated _______________, 2023 (“Effective Date”) and is between the City of Santa Clarita, a municipal corporation, organized and existing under the general laws of the State of California (“City”) and Henry Mayo Newhall Hospital, a California non-profit public benefit corporation limited liability company (“HMNH”) and HCN G&L VALENCIA SUB, LLC, a Delaware limited liability company (“HCN Valencia”). HMNH and HCN Valencia are hereinafter sometimes collectively referred to as the (“Developer”). The City and Developer are collectively referred to in this Agreement individually as a “Party” and collectively as the “Parties.”

RECITALS
This Agreement is made and entered into on the basis of the following facts and understandings of the Parties set forth in these recitals:

A. The City is a municipality located within Los Angeles County, more specifically within the Santa Clarita Valley.

B. Developer is the owner/developer of the Henry Mayo Newhall Hospital Campus, the location of which is depicted on Exhibit A attached hereto.

C. On April 27, 2021, the City Council approved the Second Amendment to the Development Agreement approving the Amended HMNH Specific Plan which replaces the previously adopted Specific Plan in its entirety: adding 200,000 square feet of hospital building area consisting of the 115,700 square foot Inpatient Building No. 2 and the accessory 84,300 square foot Diagnostic and Treatment (D&T) Building: adding up to 292 parking spaces to PS-4 through the construction of up to three new levels to the existing structure: modifying the parking standards as shown in the Amended Specific Plan: and extending the term of the Development Agreement by 10 years (“HMNH Specific Plan”).

D. The Initial and Amended HMNH Specific Plan includes a requirement to construct the McBean Parkway construction project realigning the existing McBean Parkway pursuant to the approved plans depicted on Exhibit B (“Project”). The Project will enhance traffic circulation in the area to accommodate the buildout of the HMNH Specific Plan. Pursuant to the initial HMNH Specific Plan the Developer advanced funds in the amount of $500,000.00 to the City to complete the design of the Project.

E. The City has obtained a federal grant in the amount of $1,120,000.00 from the Highway Infrastructure Program to assist in funding the construction of the Project, as specified in Exhibit H. An updated budget was prepared by the Developer in September 2022 and this budget estimates a total cost of $1,746,500.00 for the Project. The updated budget is attached as Exhibit C.

F. The City will construct, own, operate, and maintain the Project within the dedicated right of way.

H. Portions of the Project are to be constructed on the Developer site. As a result, the City desires to obtain access from the Developer to commence construction of the Project.

I. The recitals set forth above are true and correct and by this reference are made an operative part of this Agreement.

The Parties therefore agree as follows:

1. Definitions. For the purposes of this Agreement, the terms below have the following definitions:

1.1 “ Agreement” means this Agreement for the Road construction as shown on “Exhibit B”.

1.2 “ City” means the City of Santa Clarita.

1.3 “ City Engineer” means the City Engineer or the Director of Public Works of the City, or their authorized designee.

1.4 “ Developer” means Henry Mayo Newhall Hospital, a California non-profit public benefit corporation limited liability company (“HMNH”) and HCN G&L VALENCIA SUB, LLC, a Delaware limited liability company (“HCN Valencia”).

1.5 “ HNMH Specific Plan” means the Specific Plan as amended by the City Council approval on April 27, 2021.

1.6 “ Party” or “Parties” means the City or Developer, either individually or collectively, who have entered into this Agreement.

1.7 “ Plan Documents” mean the design plans for the Road, which are set forth in Exhibit B, as well as any other necessary construction and improvement plans or documents necessary for the construction and operation of the Road.

1.8 “ Project” means the McBean Parkway realignment as shown on Exhibit B.

2. Duration. This Agreement shall terminate upon final approval of the completion of construction of the Project by the City.

3. Responsibilities of the City and Developer.

3.1 Developer shall at its own expense complete all work outside of the project scope including but not limited to replacing landscaping (including the use of 36 inch to 72 inch boxed trees), reconfiguring driveways and parking lots and any related utility relocations. All landscaping shall be installed to the satisfaction of the Community Development Director and may be subject to permitting by the Planning Division.

3.2 Developer previously contributed $500,000 for the design of the Project.

Developer agrees to fund all costs in excess of the $1,120,000.00 grant based on the City awarded budgeted amount for the Project. The budgeted amount shall include all construction and administration costs and staff time. Any remaining costs not utilized after project completion shall be refunded to the Developer. Developer agrees to deposit $150,000.00 with the City within thirty (30) days of the execution of this agreement. Developer also agrees to procure the following items upon execution of this Agreement; the Signal Pole and Mast Arm (approximately $30,000), the Service Pedestal (approximately $15,000) the Concrete Composite Pull Box (approximately $3,000), and Street Light Poles (approximately $60,000). Items to be procured by the Developer shall be ordered within 14 days of the execution of this Agreement. All procured materials shall meet the requirements of the Build America, Buy America Act. Proof of Build America, Buy America Act compliance shall be provided to the City prior to acceptance of materials. All other funds in excess of the grant, the initial $150,000.00 deposit, and the costs associated with the equipment listed above shall be deposited with the City prior to the City Council awarding the construction contract.

3.3 City agrees that funding provided by the Developer for improvements that are within the City’s right of way and deemed as eligible costs under the Valencia Bridge and Thoroughfare District, will be credited to the Developer after completion of the project and approval by the City Director of Public Works.

3.4 The City shall be responsible for administrating the construction of the Project, pursuant to the final approved Plan Documents included as Exhibit B.

3.5 Because a portion of the Project is to be constructed on land outside of the City’s right of way and owned by the Developer, Developer shall grant the City any access or other rights including the temporary lay down yard as shown on Exhibits D and E without issue or compensation. The access or other rights shall be granted pursuant to a right-of-entry agreement, attached as Exhibits G and H between the City and Developer which will be executed prior to the City’s commencement of the Project. City shall not commence work on areas within the Developer’s site until Developer has received and approved evidence of insurance provided by the City, which names Developer as an additional insured. City shall, at its sole expense, obtain and keep in force during the term of this Agreement, and for a period of 1 year thereafter, the following insurance policies and minimum coverage: (a) Comprehensive or Commercial Form General Liability Insurance ($2,000,000 general aggregate; $1,000,000 each claim – combined single limit for bodily injury and property damage); (b) Business Automobile Liability Insurance ($1,000,000

each accident – combined single limit for bodily injury and property damage); (c) Workers’ Compensation Insurance (Employers Liability limits of $1,000,000 and other limits required under California law); and (d) Professional Liability Insurance ($1,000,000 each occurrence).

3.6 City shall secure all utility agency plan approvals and have all utilities relocated in accordance with the approved Project plans (“Exhibit B”) prior to start of construction.

3.7 The City for its own acts or failure to act and for those of its officers, agents, representatives, employees, suppliers, subconsultants, and subcontractors (collectively, “City Representatives”) hereby agrees to indemnify, defend, protect, and hold harmless Developer, including its officers, directors, agents, representatives, employees, subconsultants, subcontractors, affiliates, parents and subsidiaries, successors, assigns, and each of them, from any and all claims, damages, losses, causes of action and demands, and all costs and expenses incurred in connection therewith, including, but not limited to, attorneys’ fees and costs, resulting from or in any manner arising out of or in connection with: (i) any and all work completed by City Representatives inconsistent with the Regulatory Approvals; and (ii) any act or omission or willful misconduct on the part of any City Representatives in the performance of this Agreement.

3.8 Developer for its own acts or failure to act and for those of its officers, agents, representatives, employees, suppliers, subconsultants, and subcontractors (collectively, “Developer Representatives”) hereby agrees to indemnify, defend, protect and hold harmless the City, including its officers, directors, agents, representatives, employees, subconsultants, subcontractors, affiliates, parents and subsidiaries, successors, assigns, and each of them, from any all claims, damages, losses, causes of action and demands, and all costs and expenses incurred in connection therewith, including but not limited to, attorneys’ fees and costs, resulting from or in any manner arising out of or in connection with: (i) any and all work completed by Developer Representatives inconsistent with the City approvals; and (ii) any act or omission or willful misconduct on the part of Developer Representatives in the performance of this agreement.

3.9 Developer and the City shall cooperate on completing the improvements contemplated by this agreement in such a manner as to minimize the removal and/or reconstruction of improvements on or adjacent to the Road. Prior to commencing work and throughout construction Developer and the City shall agree upon a Master Schedule in order to coordinate all construction operations and deliveries in order to minimize impacts to all projects, existing improvements and the surrounding communities.

4. City Manager’s Authority. The City Manager, or authorized designee, is delegated the authority to take all actions on behalf of the City in connection with any approvals, consents, or actions required of or by the City relating to this Agreement, and to approve and execute minor amendments to the terms of this Agreement.

5. Assignments. Developer may not transfer or assign any of its rights or duties under this agreement without the prior written consent of the City Manager or authorized designee, which consent shall not be unreasonably withheld, conditioned, or delayed. Notwithstanding the foregoing, Developer shall have the right to assign and transfer its rights and obligations under this

Agreement to any purchaser of all or any relevant portion of the Developer, or to any lender in connection with any financing or re-financing of all or any portion of the Developer’s Project.

6. Notices. All notices, correspondence, reports, or other written documents exchanged between the Parties under this Agreement must be addressed to the City or Developer as set forth below or as the City or Developer may later designate in writing, and shall be sent through the United States mail, duly registered or certified, return receipt requested, with postage prepaid thereon, or by any other method providing positive proof of delivery.

TO CITY
Director of Public Works or City Engineer
City of Santa Clarita
23920 Valencia Blvd., Suite 302
Santa Clarita, CA 91355

TO DEVELOLPER:

HCN G&L Valencia Sub, LLC
c/o Welltower Inc.
4500 Door Street
Toledo, OH 43615-4040
Attn:………………..

Henry Mayo Newhall Hospital
23845 McBean Parkway
Santa Clarita, CA 91355
Attn:…………..

7. Integration. This Agreement, together with its Exhibits, contains all of the agreements, and supersedes any and all other agreements, either oral or in writing, between the Parties with respect to the subject matter herein.

8. Modification. Any modification of the Agreement shall be effective only if it is in writing and signed by all Parties.

9. Interpretation. Each Party has received independent legal advice from its attorneys with respect to the advisability of executing this Agreement and the meaning of its provisions. This Agreement has been drafted through a joint effort of the Parties and their counsel and therefore shall not be construed against either of the Parties, but instead in accordance with its fair meaning.

10. Choice of Law and Venue. This Agreement is governed by California law. Any legal action arising out of this Agreement must be brought in the Los Angeles County Superior Court.

11. Attorneys’ Fees. In the event of any legal proceeding arising from or related in any way to a breach of or an enforcement or interpretation of this Agreement, the prevailing Party will be entitled to recover reasonable attorneys’ fees and court costs from the other Party.

12. Counterparts. This Agreement may be executed in duplicate originals, one for each Party, each of which duplicate original shall be deemed to be an original, but all of which shall constitute one and the same Agreement.

13. Force Majeure. If the performance of any act required by the City or Developer is directly prevented or delayed by reason of strikes, lockouts, labor disputes, acts of God, fire, floods, epidemics, freight embargoes, or other causes beyond the reasonable control of the Party required to perform an act, that Party shall be excused from performing that act for a period of time equal to the period of time of the prevention or delay, provided that the Party claiming the delay has notified the other Party in writing of that fact within 10 calendar days after the beginning of any such delay.

14. Severability. The unenforceability, invalidity, or illegality of any provision of this Agreement shall not render any other provision of this Agreement unenforceable, invalid, or illegal to the extent practicable or provided by law.

15. Cooperation; Further Assurances; Approvals. Developer and City shall perform all acts and execute all documents and instruments that may be necessary or convenient to carry out their obligations under this Agreement. Whenever this Agreement requires the approval, acceptance, or determination of a Party, such approval, acceptance, or determination shall not be unreasonably withheld, conditioned, or delayed.

16. Time is of the Essence. Time is of the essence in the performance of each Party’s respective obligations under this Agreement.

17. Warranty of Authority. Each Party covenants, represents, and warrants to the other Party that the signatory of the covenanting Party has the power and authority to execute this Agreement upon the terms and conditions stated herein.

The Parties are executing this Agreement on the Effective Date stated above.

CITY OF SANTA CLARITA

Its:

City Manager or Designee

“HMNH”

HENRY MAYO NEWHALL HOSPITAL
a California nonprofit public benefit
corporation

By: __________________________

“HCN VALENCIA”

HCN G&L VALENCIA SUB, LLC
a Delaware limited liability company

By: ____________________________
Its: Authorized Signatory

LIST OF EXHIBITS TO BE PREPARED

EXHIBIT A (HMNH CAMPUS LOCATION)

EXHIBIT B (ROAD PROJECT)

EXHIBIT C (UPDATED BUDGET)

EXHIBIT D – (WORK ZONE)

EXHBIT E (LAYDOWN YARD)

EXHIBIT F – NOT USED

EXHIBIT G (RIGHT OF WAY ENTRY AGREEMENT)

EXHIBIT H (WAIVER OF JUST COMPENSATION)
Aerial Map
2020 Amended Henry Mayo Newhall Hospital Specific Plan
SOURCE: BING MAPPING SERVICE
0 19095
Feet Specific Plan Area
EXHIBIT "A"

SHEET INDEX

SHEETDESCRIPTION
1VICINITY MAP, SHEET INDEX, BENCHMARK, STANDARD NOTES
3 4
STREET IMPROVEMENT PLAN STA. 3+00.76 TO STA. 6+98.68
5 STREET IMPROVEMENT PLAN STA. 6+98.68 TO STA. 11+50.00 6 STREET IMPROVEMENT PLAN STA. 11+50.00 TO STA. 16+00.00 7 STREET IMPROVEMENT PLAN STA. 16+00.00 TO STA. 20+50.00 8OFF SITE DETAILS
9SIGNING AND STRIPING PLAN
10TRAFFIC SIGNAL MODIFICATION PLAN (McBEAN & ORCHARD VILLAGE)

OFF-SITE DETAILS
11 12
13 14
15 16
17 18
19 20
21 HARDSCAPE AND PLANTING NOTES AND LEGENDS

HARDSCAPE AND PLANTING PLAN

HARDSCAPE AND PLANTING PLAN

HARDSCAPE AND PLANTING PLAN

CONSTRUCTION AND PLANTING DETAILS

IRRIGATION PLAN

IRRIGATION PLAN

IRRIGATION PLAN

IRRIGATION NOTES AND LEGENDS

IRRIGATION DETAILS

IRRIGATION CALCULATIONS

IRRIGATION DETAILS
22 McBEAN PARKWAY

STREET IMPROVEMENT PLANS

CITY OF SANTA CLARITA
1200FT S'LY OF ORCHARD VILLAGE
TO
500FT N'LY OF ORCHARD VILLAGE
1 2TYPICAL SECTION & DETAILS

ABBREVIATIONS

CONTRACTOR'S RESPONSIBILITY

TO CONTRACTORS

PRIVATE ENGINEER'S NOTES

DIGALERT
Call: TOLL FREE

UNDERGROUND SERVICE ALERT
1-800-227-2600

STREET IMPROVEMENT PLAN - STANDARD NOTES

STORMWATER POLLUTION PLAN NOTES
45531 12-31-22SEPTEMBER 17, 2020
STR18-00008
10/19/20
DocuSign Envelope ID: B39D83D1-B8B3-43CE-AEAE-3D2284DD4D0D 10/19/2020
2 TYPICAL SECTION - McBean Parkway (T.I. = 10)
STA 15+63.95 TO STA 20+33.31
TYPICAL SECTION - McBean Parkway (T.I. = 10)
STA 3+00.76 TO STA 6+98.68
TYPICAL SECTION - McBean Parkway (T.I. = 10)
STA 6+98.68 TO STA 14+39.85

DIGALERT
Call: TOLL FREE

UNDERGROUND SERVICE ALERT
1-800-227-2600
CURB RAMP NE CORNER PROPOSED ENTRANCE CURB RAMP ON ORCHARD VILLAGE NORTH OF McBEAN OFFSITE

CURB RAMP NW CORNER PROPOSED ENTRANCE
NOTE:

REFER TO STRUCTURAL PAVEMENT INVESTIGATION

REPORT PREPARED BY LA BELLE MARVIN DATED
SEPTEMBER 2018, PROJECT NO. 43915. ACTUAL

PAVEMENT SECTION TO BE DETERMINED AFTER
R-VALUE TAKEN ONCE ROUGH GRADING IS COMPLETE.
*

NOT USED

NOT USED
10/19/20
DocuSign Envelope ID: B39D83D1-B8B3-43CE-AEAE-3D2284DD4D0D 10/19/2020

2+50 6+503+50 4+50 5+502+00 3+00 4+00 5+00 6+00 7+00
McBEAN PARKWAY
1240
1250
1235
1245
1240
1250
1235
1245
NOTE:

SEE LANDSCAPE PLAN FOR

DISPOSITION OF TREES
3 DIGALERT
Call: TOLL FREE

UNDERGROUND SERVICE ALERT
1-800-227-2600
Feet
1" = 20'
40200 10
*
NOTE:

REFER TO STRUCTURAL PAVEMENT INVESTIGATION

REPORT PREPARED BY LA BELLE MARVIN DATED
SEPTEMBER 2018, PROJECT NO. 43915. ACTUAL

PAVEMENT SECTION TO BE DETERMINED AFTER
R-VALUE TAKEN ONCE ROUGH GRADING IS COMPLETE.
*
CL
10/19/20
DocuSign Envelope ID: B39D83D1-B8B3-43CE-AEAE-3D2284DD4D0D 10/19/2020
7+50 11+508+50 9+50 10+507+00 8+00 9+00 10+00 11+00
McBEAN PARKWAY
1240
1235
1231
1240
1235
1230
1240
1235
1235
1230
1239
1235
1230
1240
1239
1235
1230
Feet
1" = 20'
40200 10
SEE SHEET 7

FOR OFF-SITE PLANS
NOTE:

SEE LANDSCAPE PLAN FOR

DISPOSITION OF TREES
4 DIGALERT
Call: TOLL FREE

UNDERGROUND SERVICE ALERT
1-800-227-2600
*
NOTE:

REFER TO STRUCTURAL PAVEMENT INVESTIGATION

REPORT PREPARED BY LA BELLE MARVIN DATED
SEPTEMBER 2018, PROJECT NO. 43915. ACTUAL

PAVEMENT SECTION TO BE DETERMINED AFTER
R-VALUE TAKEN ONCE ROUGH GRADING IS COMPLETE.
*
CL
10/19/20
DocuSign Envelope ID: B39D83D1-B8B3-43CE-AEAE-3D2284DD4D0D 10/19/2020

11+50 15+5012+50 13+50 14+5011+00 12+00 13+00 14+00 15+00 16+00 McBEAN PARKWAY

ORCHARD VILLAGE RD
1235
1230
1235
1230
1225
1230
1235
1230
1225
1224
1235
1239
1230
1225 1225
1230
1224
Feet
1" = 20'
40200 10
SEE SHEET 7

FOR OFF-SITE PLANS
NOTE:

SEE LANDSCAPE PLAN FOR

DISPOSITION OF TREES
5 DIGALERT
Call: TOLL FREE

UNDERGROUND SERVICE ALERT
1-800-227-2600
*
NOTE:

REFER TO STRUCTURAL PAVEMENT INVESTIGATION

REPORT PREPARED BY LA BELLE MARVIN DATED
SEPTEMBER 2018, PROJECT NO. 43915. ACTUAL

PAVEMENT SECTION TO BE DETERMINED AFTER
R-VALUE TAKEN ONCE ROUGH GRADING IS COMPLETE.
*
CL
10/19/20
DocuSign Envelope ID: B39D83D1-B8B3-43CE-AEAE-3D2284DD4D0D 10/19/2020

16+50 20+5017+50 18+50 19+5016+00 17+00 18+00 19+00 20+00 McBEAN PARKWAY
1224
1225
1230
1225
1230
1224
1220
1225
1230
1220
1225
1230
NOTE:

SEE LANDSCAPE PLAN FOR

DISPOSITION OF TREES
Feet
1" = 20'
40200 10
6 DIGALERT
Call: TOLL FREE

UNDERGROUND SERVICE ALERT
1-800-227-2600
*
NOTE:

REFER TO STRUCTURAL PAVEMENT INVESTIGATION

REPORT PREPARED BY LA BELLE MARVIN DATED
SEPTEMBER 2018, PROJECT NO. 43915. ACTUAL

PAVEMENT SECTION TO BE DETERMINED AFTER
R-VALUE TAKEN ONCE ROUGH GRADING IS COMPLETE.
*
CL
10/19/20
DocuSign Envelope ID: B39D83D1-B8B3-43CE-AEAE-3D2284DD4D0D 10/19/2020

Feet
1" = 10'
40200 10
Feet
1" = 10'
40200 10
NOTE:

SEE LANDSCAPE PLAN FOR

DISPOSITION OF TREES
McBEAN PARKWAY
McBEAN

PARKWAY
McBEAN PARKWAY
7 Feet
1" = 10'
20100 5

DIGALERT
Call: TOLL FREE

UNDERGROUND SERVICE ALERT
1-800-227-2600
*
NOTE:

REFER TO STRUCTURAL PAVEMENT INVESTIGATION

REPORT PREPARED BY LA BELLE MARVIN DATED
SEPTEMBER 2018, PROJECT NO. 43915. ACTUAL

PAVEMENT SECTION TO BE DETERMINED AFTER
R-VALUE TAKEN ONCE ROUGH GRADING IS COMPLETE.
*
10/19/20
DocuSign Envelope ID: B39D83D1-B8B3-43CE-AEAE-3D2284DD4D0D 10/19/2020
Feet
1:120
20 10 05
McBEANPARKWAY

ORCHARD VILLAGE RD

ORCHARD VILLAGE RD

PRIVATE STORM DRAIN DETAIL
NOTE:

SEE LANDSCAPE PLAN FOR

DISPOSITION OF TREES
8 SECTION A-A

DIGALERT
Call: TOLL FREE

UNDERGROUND SERVICE ALERT
1-800-227-2600

DETAIL A
(PRIVATE ROAD)

STEEL FALSE CURB

SECTION B-B
10/19/20
DocuSign Envelope ID: B39D83D1-B8B3-43CE-AEAE-3D2284DD4D0D 10/19/2020

MATCH LINESEE BELOW LEFT

MATCH LINESEE TOP RIGHT
McBEAN PARKWAY

CITY ENGINEER
DocuSign Envelope ID: 2D6CEF84-E2A5-444D-82C4-F8C418E4D5F8 10/1/2020
10/1/2020
▲
▲
ORCHARD VILLAGE ROADMcBEAN PARKWAY @

CITY ENGINEER
DocuSign Envelope ID: CB77D7E4-3ABE-4E94-B1E5-B866F1D470E0 10/6/202010/6/2020

PLANTING NOTES:1.AMENDMENT AND BACKFILL NOTES HERON ARE FOR BID PURPOSES ONLY AND SHALL BE MODIFIED ACCORDING TO THE SOILS LAB RECOMMENDATIONS FROM WALLACE LABORATORIES LLC. FOR IMPORT SOILS FOR PLANTING.2.PRIOR TO THE DELIVERY OF FILL, ANY NEW SOIL REQUIRED TO BRING PLANTING AREAS TO APPROPRIATE GRADE SHALL BE ANALYZED BY A SOILS ANALYSIS LAB FOR SUITABILITY AND SHALL BE FREE OF ALL WEED SEEDS OR HARMFUL SUBSTANCES.3.CENTURY PRODUCTS CR-PE 36-20 DUAL PURPOSE MOISTURE/ROOT BARRIERS OR APPROVED EQUAL SHALL BE INSTALLED AT MEDIAN PLANTERS. MOISTURE/ROOT BARRIER IN MEDIAN PLANTERS SHALL BE A MINIMUM 36" DEPTH AND CONTINUOUS ALONG EDGE OF MAINTENANCE STRIP 1" FROM EDGE OF PAVEMENT (NOT IN CIRCLE AROUND ROOTBALL).4.MEDIAN PLANTERS SHALL BE GRADED TO RETAIN RUNOFF AND INCREASE PLANTER INFILTRATION AND POLLUTION INFILTRATION. IN ALL MEDIANS WHERE THE CROSS SECTIONS OF THE CURBS HAVE A CHANGE IN ELEVATION THAT EXCEEDS 1%, FINISH GRADE SHALL BE SHEET FLOW FROM ONE PAVING EDGE TO THE OTHER. WHERE THE CROSS SECTION CURB GRADIENT IS LESS THAN 1%, THE MEDIAN SHALL GRADE TO THE CENTER.5.TREES SHALL HAVE 14 FEET CLEARANCE FROM STREET GRADE TO LOWEST LIMB AT TIME OF PLANTING. (FOR LIMBS OVER TRAVELED WAY ONLY).6.ALL AMENDMENTS TO BE MIXED TOGETHER AND THEN ROTOTILLED INTO PLANTING AREAS TO A DEPTH OF 6 INCHES PRIOR TO INSTALLATION OF IRRIGATION. SOIL TO BE FREE OF CONSTRUCTION DEBRIS AND LARGE AGGREGATE. ALL PLANTING AREAS SHALL RECEIVE THE FOLLOWING SOILS AMENDMENTS TILLED INTO THE NATIVE SOIL.(SEE PLANTING SPECIFICATIONS & SOILS LAB RECOMMENDATIONS):6 LBS./1000 SF POTASSIUM SULFATE (0-0-50)4 LBS./1000 SF TRIPLE SUPERPHOSPHATE (0-45-0)30 LBS./1000 SF AGRICULTURAL GYPSUM4 LBS./ 1000 SF MANGANESE SULFATE2 CY GENERAL PURPOSE ORGANIC SOIL AMENDMENT (WELL COMPOSTED) FROM THOMAS SOIL BUILDERS OR EQUAL.7.BACKFILL PER CY OF CLEAN SOIL FOR CONTAINER PLANTS (BACKFILL MIX PROVIDED FOR BID PURPOSES ONLY. SEE PLANTING SPECIFICATIONS):1/4 LB. POTASSIUM SULFATE (0-0-50)1/4 LB. TRIPLE SUPERPHOSPHATE (0-45-0)1.5 LB. AGRICULTURAL GYPSUM8.SCOTT'S AGRIFORM, BEST OR APPROVED EQUAL 21-GRAM PLANTING TABLETS PLACED 2" DEEP AND 2" OUTSIDE ROOTBALL: (1) PER 1 GAL.; (3) PER 5 GAL.; (9) PER 15 GAL.; (20) PER 24" BOX; (24) PER 36" BOX.9.CONTRACTOR TO SUBMIT PHOTO(S) OF ALL TREE AND PLANT MATERIAL FOR CITY AND LANDSCAPE ARCHITECT APPROVAL 2 WEEKS AFTER NOTICE TO PROCEED LETTER HAS BEEN SERVED. CITY TO TAG ALL 24" BOX TREES OR LARGER FROM CONTRACTOR'S VENDORS. ALL PLANT MATERIAL SHALL BE SELECTED AT THE NURSERY BY THE LMD REPRESENTATIVE. CONTRACTOR IS RESPONSIBLE FOR STORING AND MAINTENANCE OF PLANTS AND TREES AFTER TAGGING.10.REMOVE NURSERY STAKES FROM TREES WHEN NEW STAKES ARE INSTALLED.11.PLANTED AREAS SHALL RECEIVE 3" OF 'ORGANIC FOREST FLOOR' MULCH, FROM FOOTHILL SOILS (661) 254-0867 OR APPROVED EQUAL. PROVIDE SAMPLE TO CITY REPRESENTATIVE FOR APPROVAL.12.UPON COMPLETION OF ESTABLISHMENT PERIOD, CONTRACTOR SHALL SUBMIT TURN-OVER SHEET ATTACHED TO SPECIFICATIONS TO THE CITY REPRESENTATIVE.13.EXISTING TREES TO BE PROTECTED IN PLACE PER SPECIFICATIONS OF CITY ARBORIST AND MAINTAINED DURING CONSTRUCTION.

PAVER LAYOUT AND CONSTRUCTION NOTES:1.REPORT ANY PLAN DISCREPANCIES TO CITY REPRESENTATIVE PRIOR TO ALTERING THE CONDITION.2.SOIL UNDER MAINTENANCE STRIP SHALL BE MACHINE COMPACTED TO 95% AND CERTIFIED BY SOILS ENGINEER, SOIL IN THE PLANTING AREAS SHALL BE COMPACTED TO 80%.3.CONTRACTOR SHALL PROVIDE A 4'x4' SQ. PAVING SAMPLE TO BE APPROVED BY CITY REPRESENTATIVE/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.4.ALL CUTS/TRENCHING IN ASPHALT OR CONCRETE SHALL BE REPAIRED ACCORDING TO SPPWC STANDARD PLANS, LATEST EDITION. FOR CONCRETE USE SPPWC 132-3 AND FOR AC USE SPPWC 133-3 OR AS REQUIRED BY THE CITY ENGINEER.5.FOLLOWING COMPLETION OF DEMOLITION AND IRRIGATION OPERATIONS, AS PART OF PLANTING OPERATIONS, THE SOIL WITHIN THE PLANTING PITS SHALL BE OVEREXCAVATED TO A DEPTH OF 18" IN ALL MEDIANS AS NOTED AND PER DETAIL 'D'&'G'/ LC-2.01.6.FOLLOWING CLEARING AND GRUBBING, THE ROOT ZONE FOR EACH EXISTING TREE SHALL BE REVIEWED BY THE CITY URBAN FORESTER TO ESTABLISH CONSTRUCTION LIMITS OF ADJACENT PAVED MAINTENANCE STRIP.7.RUNOFF EQUIPMENT AND VEHICLES WASHING SHALL BE CONTAINED AT CONSTRUCTION SITES UNLESS TREATED TO REMOVE SEDIMENTS AND POLLUTANTS.8.REMOVE ALL DEBRIS FROM WASHING CONCRETE TRUCKS OR EQUIPMENT FROM SITE AND DISPOSE OF LEGALLY.9.SEDIMENTS FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON SITE, USING STRUCTURAL DRAINAGE CONTROLS TO THE MAXIMUM EXTENT PRACTICABLE. STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO MINIMIZE SEDIMENT TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES OR ADJACENT PROPERTIES VIA RUNOFF, VEHICLE TRACKING, OR WIND.

LC-0.01 HARDSCAPE & PLANTING NOTES & LEGENDS
CITY OF SANTA CLARITAMcBEAN PARKWAY
SHTS23SHT OFCIP XXXXXSTR 18-XXXXX
1200' S'LY OF ORCHARD VILLAGETO 500' N'LY OF ORCHARD VILLAGE NO. REVISIONS REVISED BYAPPROVED BYDATE
MICHAEL ZIELSDORF#6044TE
ARCH
Renewal Date
Date
D
Signature
ECIL

LANNSED
C
SAPCE
T
10/31/21
I
1 x
EXISTING TREE PROTECTION NOTES1.TREES THAT ARE REMOVED SHALL INCLUDE THE REMOVAL OF ROOTS.2.NO ROTOTILLING UNDER TREE CANOPY OF EXISTING TREE TRUNKS. AMENDMENTS SHALL BE TURNED INTO THE SOIL BY HAND IN THESE AREAS OR AS SPECIFIED BY THE CITY ARBORIST.3.NO COMPACTION OF SOIL UNDER EXISTING TREES IS ALLOWED. THIS INCLUDES THE STOCK PILING OF SOIL AND OTHER MATERIALS.4.EXISTING TREES SHALL HAVE THEIR DEAD WOOD REMOVED AND/OR PRUNED FOR NECESSARY CLEARANCE (ONLY IF AUTHORIZED BY THE CITY ARBORIST (CA)). NO MORE THAN 5% OF THE TOTAL FOLIAGE MAY BE REMOVED.5.DO NOT RAISE GRADE AROUND EXISTING TREES TO REMAIN.6.CONTRACTOR SHALL PRESERVE & PROTECT IN PLACE EXISTING TREES THAT ARE TO REMAIN. DAMAGE TO PROTECTED SITE FEATURES SHALL BE REPLACED IN KIND AT CONTRACTOR'S EXPENSE.7.PRIOR TO COMMENCEMENT OF CLEARING, GRUBBING, TRENCHING, GRADING OR ANY SITE DISTURBANCES, TREE PROTECTION FENCING MUST BE INSTALLED AROUND THE EXISTING TREES TO REMAIN. 6' HT. CONSTRUCTION FENCING WITH FIXED POSTS MUST BE INSTALLED AROUND THE TREE PROTECTION ZONE (TPZ). THE FENCING SHALL REMAIN IN PLACE THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD.8.NO CONSTRUCTION EQUIPMENT, SOIL OR OTHER CONSTRUCTION MATERIALS SHALL BE PLACED WITHIN THE TPZ. NO OIL, GASOLINE, CHEMICALS, PAINTS, SOLVENTS OR OTHER HAZARDOUS MATERIALS MAY BE DEPOSITED WITHIN THE TPZ OR IN DRAINAGE CHANNELS, SWALES OR AREAS THAT MAY FLOW TO THE TPZ.9.ALL WORK DONE WITHIN THE TPZ, INCLUDING BRUSH CLEARANCE, DIGGING, AND TRENCHING SHALL BE DONE WITH HAND TOOLS OR SMALL HAND HELD POWER TOOLS THAT WILL NOT CAUSE ROOT DAMAGE.10.ANY WORK DONE WITHIN THE TPZ NOT USING HAND TOOLS MUST BE APPROVED AND MONITORED BY THE CITY ARBORIST.11.NO PLANT MATERIAL SHALL BE INSTALLED WITHIN THE TREE PROTECTION ZONE (HALF WAY BETWEEN THE TRUNK AND CANOPY).

PLANT SCHEDULE - MASTERSYMBOLQTYLATIN NAME COMMON NAME WUCOLSSIZETREES 12Koelreuteria bipinnataChinese Flame Tree M 24" box
SHRUBS
282Hemerocallis x 'Bitsy' Bitsy Daylily M 1 gal
534Rhaphiolepis indica 'Ballerina'Indian Hawthorn M 5 gal PAVING SCHEDULEID# SYMBOLITEM DESCRIPTION DETAIL
1 CONCRETE UNIT PAVERSCONCRETE UNIT PAVERS. ANGELUS 'CASTLE COBBLE 1'. COLOR: SAND/STONE/MOCHA BLEND. PATTERN: RANDOM RUNNING BOND. INCLUDE METAL EDGE RESTRAINT ALONG INTERIOR EDGE. A / LC-2.01 2 NATURAL GRAY CONCRETENATURAL GRAY CONCRETE. FINISH: MEDIUM BROOM.

GENERAL NOTES:1. THE PLANS DEFINE LANDSCAPE IMPROVEMENTS WITHIN THE EXISTING MEDIANS, AND MAINTENANCE STRIP PAVING MODIFICATIONS. CONTRACTOR TO NOTIFY CITY REPRESENTATIVE AND LANDSCAPE ARCHITECT OF ANY DISCREPANCIES BETWEEN THE PLANS AND EXISTING CONDITIONS PRIOR TO CONTINUATION OF WORK.2. CONTRACTOR SHALL CHECK OR LOCATE EXISTING STRUCTURES, ELECTRIC CABLES OR CONDUITS, UTILITY LINES AND OTHER EXISTING FEATURES OR CONDITIONS ABOVE OR BELOW GROUND LEVEL THAT MIGHT BE DAMAGED AS AS RESULT OF THIS OPERATION. CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TO DETERMINE HORIZONTAL AND VERTICAL ALIGNMENT OF UNDERGROUND UTILITIES. QUESTIONS OR CONFLICTS ARISING OUT OF SUCH EXAMINATION PRIOR TO OR DURING OPERATION SHALL BE IMMEDIATELY DIRECTED TO THE ATTENTION OF THE CITY REPRESENTATIVE AND THE LANDSCAPE ARCHITECT OF RECORD FOR NECESSARY ACTION OR DECISIONS BEFORE RESUMING OPERATION. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OR REPLACEMENT AT NO COST TO THE OWNER, OF FEATURES OR CONDITIONS DAMAGED THROUGH FAILURE TO COMPLY WITH ABOVE PROCEDURES.3. ALL WORK SHALL CONFORM WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS, 2015 EDITION, AND THE PLAN NOTES AND SPECIFICATIONS FOR THE CITY OF SANTA CLARITA LANDSCAPE MAINTENANCE DISTRICT.4. ALL WORK SHALL BE IN STRICT CONFORMANCE WITH CALIFORNIA "OSHA" AND LOCAL AUTHORITY REQUIREMENTS.5. ALL IMPROVEMENTS SHALL CONFORM TO LOCAL AGENCY STANDARDS AND SPECIFICATIONS. 6. ALL SIGNS, STRIPING, AND PAVEMENT MARKINGS SHALL CONFORM WITH THE CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, 2012. CONTRACTOR TO VERIFY LAYOUT WITH THE CITY INSPECTOR.7. ENCROACHMENT PERMITS (CITY, CalTrans, LACDPW) ARE REQUIRED TO WORK WITHIN THE PUBLIC RIGHT OF WAY.8. COPIES OF THE ENCROACHMENT PERMITS AND APPROVED PLANS MUST BE IN POSESSION OF ARESPONSIBLE PERSON, AND AVAILABLE ON SITE, AT ALL TIMES DURING CONSTRUCTION. 9. PURSUANT TO 2013 CALIFORNIA GREEN BUILDING STANDARD CODE, 100 PERCENT OF TREES,STUMPS,ROCKS AND ASSOCIATED VEGETATION AND SOILS RESULTING PRIMARY FROM LAND CLEARINGSHALL BE REUSED OR RECYCLED. FOR PHASED PROJECT, SUCH MATERIAL MAY BE STOCKPILED ON SITEUNTIL THE STORAGE SITE IS DEVELOPED. IF CONTAMINATION BY DISEASE OR PEST INFESTATIONS SUSPECTED,CONTACT THE COUNTY AGRICULTURAL COMMISSIONER AND FOLLOW ITS DIRECTION FOR RECYCLINGOR DISPOSAL OF THE MATERIAL.

THIS SYSTEM SHALL MEET THE FOLLOWING REQUIREMENTS FOR FUTURE USE OF RECYCLED WATER. THE CONSTRUCTED SYSTEM SHALL ALSO MEET ALL STATE REQUIREMENTS FOR THE USE OF RECYCLED WATER. 1. ALL RECYCLED WATER PIPING SHALL USE PURPLE COLORED AND STENCILED PIPE, PURPLE RECYCLED WATER WARNING TAPE CONTINUOUSLY APPLIED TO THE PIPE, OR MARKED PLASTIC ENCASEMENT. ALL MARKING SHALL INCLUDE THE FOLLOWING OR SIMILAR WORDS: "CAUTION: RECYCLED WATER-DO NOT DRINK".2. WARNING TAPE OR PIPE ENCASEMENT INSTALLED SHALL BE AS MANUFACTURED BY T. CHRISTY ENTERPRISES, RENCOR OR EQUAL.3. INSTALL VALVES, METERS AND APPURTENANCES IN PURPLE COLORED VALVE BOXES WITH PURPLE LIDS. THE VALVE BOX LID SHALL HAVE THE FOLLOWING WARNINGS MOLDED OR HOT-STAMPED UPON IT: "RECYCLED WATER", OR USE WARNING LABEL BY T. CHRISTY ENTERPRISES 3800 OR EQUAL.4. ALL BUBBLERS SHALL HAVE AN EXPOSED SURFACE COLORED PURPLE TO ASSOCIATE THEM WITH RECYCLED WATER USE. THE EXPOSED SURFACE MAY BE COLORED PURPLE THROUGH THE USE OF: (1) DYED PLASTIC OR RUBBER, OR (2) WEATHERPROOF PAINT.5. INSTALL WARNING TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES 3150 OR EQUIVALENT TO ALL SUCH CONTROL VALVES, GATE VALVES, QUICK COUPLER VALVES, CONTROLLERS, METERS, ETC. TAGS SHALL BE WEATHERPROOF PLASTIC, 3-INCH BY 4-INCH, PURPLE IN COLOR WITH THE WORDS "WARNING: RECYCLED WATER-DO NOT DRINK" IMPRINTED ON ONE SIDE AND "AVISO: AQUA IMPURA-NO TOMAR" ON THE OTHER SIDE, OR SIMILAR AS APPROVED BY THE DISTRICT ENGINEER. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR.

CONSTRUCTION FOR FUTURE USE OF RECYCLED WATER:

URBAN FORESTRY REQUIREMENTS:

1. APWA - STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION - 2012) SHALL APPLY.2. TOPPED TREES OR TREES WHICH HAVE BEEN HEADED BACK WILL BE RETURNED AND NOT ACCEPTED.3. A FINAL WALK THROUGH IS REQUIRED BETWEEN CONTRACTOR'SSUPERINTENDENT, CITY STAFF AND LANDSCAPE ARCHITECT TO VERIFYCOMPLIANCE AT THE COMPLETION OF LANDSCAPE MAINTENANCE AND PRIOR TO SIGN-OFF.4. TREES SHALL BE ACCURATELY INVENTORIED ON A SPREAD SHEET BY THE CONTRACTOR SO CITY STAFF CAN INPUT INFORMATION ONTO A DATABASE.

Existing Tree ReportID Botanical NameCommon NameActionE01Koelreuteria bipinnataChinese Flame Tree RetainE02Koelreuteria bipinnataChinese Flame Tree RetainE03Koelreuteria bipinnataChinese Flame Tree RetainE04Koelreuteria bipinnataChinese Flame Tree RetainE05Koelreuteria bipinnataChinese Flame Tree RetainE06Koelreuteria bipinnataChinese Flame Tree RetainE07Koelreuteria bipinnataChinese Flame Tree RetainE08Koelreuteria bipinnataChinese Flame Tree RetainE09Koelreuteria bipinnataChinese Flame Tree RetainE10Koelreuteria bipinnataChinese Flame Tree RetainE11Koelreuteria bipinnataChinese Flame Tree RetainE12Koelreuteria bipinnataChinese Flame Tree RetainE13Koelreuteria bipinnataChinese Flame Tree RetainE14Koelreuteria bipinnataChinese Flame Tree RetainE15Koelreuteria bipinnataChinese Flame Tree RetainE16Koelreuteria bipinnataChinese Flame Tree RetainE17Koelreuteria bipinnataChinese Flame Tree RetainE22Koelreuteria bipinnataChinese Flame Tree RemoveE23Koelreuteria bipinnataChinese Flame Tree RemoveE24Koelreuteria bipinnataChinese Flame Tree RemoveE25Koelreuteria bipinnataChinese Flame Tree RemoveE26Koelreuteria bipinnataChinese Flame Tree RemoveE27Koelreuteria bipinnataChinese Flame Tree RemoveE28Koelreuteria bipinnataChinese Flame Tree RemoveE29Koelreuteria bipinnataChinese Flame Tree RemoveE30Koelreuteria bipinnataChinese Flame Tree RemoveE31Koelreuteria bipinnataChinese Flame Tree RemoveE32Koelreuteria bipinnataChinese Flame Tree RemoveE33Koelreuteria bipinnataChinese Flame Tree RemoveE34Koelreuteria bipinnataChinese Flame Tree RemoveE35Koelreuteria bipinnataChinese Flame Tree RemoveE36Koelreuteria bipinnataChinese Flame Tree RemoveE37Koelreuteria bipinnataChinese Flame Tree RemoveE38Koelreuteria bipinnataChinese Flame Tree RemoveE39Koelreuteria bipinnataChinese Flame Tree RemoveE40Koelreuteria bipinnataChinese Flame Tree RemoveE41Koelreuteria bipinnataChinese Flame Tree RemoveE42Koelreuteria bipinnataChinese Flame Tree RemoveE43Koelreuteria bipinnataChinese Flame Tree RemoveE44Koelreuteria bipinnataChinese Flame Tree RemoveE45Koelreuteria bipinnataChinese Flame Tree RemoveE46Koelreuteria bipinnataChinese Flame Tree RemoveE47Koelreuteria bipinnataChinese Flame Tree RemoveE48Koelreuteria bipinnataChinese Flame Tree RemoveE49Koelreuteria bipinnataChinese Flame Tree RemoveE53Koelreuteria bipinnataChinese Flame Tree Remove EXISTING TREES TO REMAINTree ID Botanical NameCommon NameActionNotesE01Koelreuteria bipinnataChinese Flame TreeRetainE02Koelreuteria bipinnataChinese Flame TreeRetainE03Koelreuteria bipinnataChinese Flame TreeRetainE04Koelreuteria bipinnataChinese Flame TreeRetainE05Koelreuteria bipinnataChinese Flame TreeRetainE06Koelreuteria bipinnataChinese Flame TreeRetainE07Koelreuteria bipinnataChinese Flame TreeRetainE08Koelreuteria bipinnataChinese Flame TreeRetainE09Koelreuteria bipinnataChinese Flame TreeRetainE10Koelreuteria bipinnataChinese Flame TreeRetainE11Koelreuteria bipinnataChinese Flame TreeRetainE12Koelreuteria bipinnataChinese Flame TreeRetainE13Koelreuteria bipinnataChinese Flame TreeRetainE14Koelreuteria bipinnataChinese Flame TreeRetainE15Koelreuteria bipinnataChinese Flame TreeRetainE16Koelreuteria bipinnataChinese Flame TreeRetainE17Koelreuteria bipinnataChinese Flame TreeRetain CONTRACTOR SHALL MEET WITH SPECIAL DISTRICTS REPRESENTATIVE PRIOR TO CONSTRUCTION IN ORDER TO EVALUATE EXISTING LANDSCAPE CONDITIONS WITH THESE PLANS.

NOTE:

DocuSign Envelope ID: CBEB9874-08B2-4DC9-904D-28CD441BCF90 10/14/2020
10/15/2020

LC-1.01 HARDSCAPE LAYOUT & PLANTING PLAN
CITY OF SANTA CLARITAMcBEAN PARKWAY
SHTS23SHT OFCIP XXXXXSTR 18-XXXXX
1200' S'LY OF ORCHARD VILLAGETO 500' N'LY OF ORCHARD VILLAGE NO. REVISIONS REVISED BYAPPROVED BYDATE
MICHAEL ZIELSDORF#6044TE
ARCH
Renewal Date
Date
D
Signature
ECIL

LANNSED
C
SAPCE
T
10/31/21
I
2 x

KEY MAP

ORCHARD

VILLAGE
RD

HOSPITAL

ENTRANCE

AVE NAVARRE
McBEAN PKWY1
2 3
ALEGRO
DR
McBEAN
PKWY
R/W
R/W
R/W
R/W
R/W

R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W
R/W
R/W
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R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W
CONC
CONC
CONC
CONC
CONC
CONC
CONC
POOL

DENSE TREES
1245
1245
1240
1240
CONC

DENSE TREES POOL
ASPH
CONC
CONC

DENSE TREES

DENSE TREES
ASPH
CONC

DENSE TREES

ASPHASPH
ASPH
ASPH
ASPH
CONC

DENSE TREES
DENSE
TREES

DENSE TREES
1247.50 1245.60 1243.60
1242.50
1241.60
1239.50
1245.30
1246.70
1248.30
1240.27
1244.321246.51
1240.57
1249.27
1251.84 1245.79 1241.46
1241.84
1243.89
1244.53
1243.76
1246.17
1248.51
1249.79
1240.71
1241.801245.59
1240.89
1247.67
1248.52
1249.231249.37
1244.62 1243.22
1241.74
1246.46
1248.93
1247.47
1246.42
1242.80
1244.07
1239.65
1242.78
1244.451247.16
1247.79
1244.721245.45
1241.62
1248.06
1247.73
1247.06
1244.83
1245.19
1244.67
1245.36 1244.26
1241.161242.831244.69
1250.65
1240.96
1248.56
1246.45
1244.57 1243.40
1240.67
1246.67
1243.73
1242.821244.25
1246.64
1246.48
1243.90
1242.40
1241.14
1246.19
1239.79DENSE TREES
DENSE
TREES

DENSE TREES

DENSE TREES
CONC

DENSE TREES DENSE TREES

DENSE TREES
1250
1245(T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T)
(T)
(T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E) (S)(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)(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)
(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)(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)
(W)(W)(W)
(S) R/W
R/W
R/W
R/W
R/W

R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W
R/W
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R/W
R/W
R/W
R/W
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R/W
R/W
R/W
R/W

R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W
0+00
1+00
2+00 3+00
4+00
5+00
6+00
E05
E06
E01
E02
E03
E04
Passenger Car
PLAN VIEW 'A' Scale: 1" = 20'-0"

MATCHLINE
- SEE PLAN
VIEW

B (BELOW)
LIMIT

OF WORK-
ALEGRO
DRIVE
0 20 40 FT
4'-0"

MCBEAN PARKWAY
90°

ALIGN FULL COURSE OF PAVERS PERPENDICULAR TO NORTH CURB LINE 1'-6"
1'-6" MEDIAN 1
4'-0"90°
ALIGN FULL COURSE OF PAVERS PERPENDICULAR TO NORTH CURB LINE1

STOPPING SIGHT DISTANCE TRIANGLE
EXISTING TREE TO REMAIN. SEE EXISTING TREE SCHEDULE LC-0.01, TYP.

ALEGRO
DRIVE
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
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R/W
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R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W
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R/W
R/W
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R/W
R/W
R/W
R/W

R/WR/WR/WR/WR/WR/WR/W
DYH
ASPH
CONC
CONC
CONC
CONC

DENSE TREES
1235
1235
1235
HV-3
HV-103

DENSE TREES
ASPH
CONC

CONC CONC
ASPH
ASPH

DENSE TREES
POOL
CONC
CONC
CONC

DENSE TREESDENSE TREES
CONC

DENSE TREES
ASPH

CONC CONC
1239.50
1235.60
1236.10
1234.40
1233.60
1232.50
1231.60
1229.80
1237.90
1237.30
1235.50
1233.74
1232.66
1231.701233.75
1231.631236.25
1240.27
1234.19
1239.26 1234.73
1237.62
1236.42
1237.29
1238.63 1237.52
1234.76 1234.24
1232.23
1232.58
1238.89
1238.47
1236.28
1239.26
1237.66
1235.76
1230.78
1231.50
1239.09
1238.19
1238.66
1239.22
1235.33
1232.28
1233.72
1234.52
1233.30
1231.88
1239.85
1236.10
1233.71 1233.06
1230.72
1235.98
1238.79
1236.30
1237.56
1232.82
1231.33
1234.93
1237.37
1243.71 1237.64
1236.28
1242.82
1233.55
1235.39
1238.62
1243.18
1233.59
1233.44
1230.40
1239.79

DENSE TREES

DENSE TREES

ASPH ASPH
ASPH
ASPH

DENSE TREES
1238.71
1239.38
(T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T)
(T)
(T)
(T) (T) (T)
(T)
(T)
(E)
(E)
(E)
(E)
(E)
(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E) (E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(S)(S)(S)
(S)(S) (S)(S) (S)(S) (S)(S) (S)(S) (S)(S) (S) (S)(S) (S)(S) (S)(S) (S)(S) (S)(S) (S)(S) (S) (S)(S) (S)(S) (S)(S) (S)(S) (S)(S) (S)(S) (S) (S)(S) (S)(S) (S) (S)(S) (S)(S) (S)(S) (S) (S)(S)
(S)(S)
(S)
(S)(S)
(S)(S)
(S)(S)
(S)(S)
(S)(S)
(S)(S)
(S)
(S)(S)
(S)(S)
(S)(S)
(S)(S)
(S)(S)
(S)(S)
(S)
(S)(S)
(S)(S)
(S)(S)
(S)(S)
(S)(S)
(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)(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)
(W)
(S)
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W

R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W

R/WR/WR/WR/WR/WR/WR/W
6+00
7+00
8+00
9+00 10+00
11+00
12+00
Passenger
Car
Passenger Car
PLAN VIEW 'B' Scale: 1" = 20'-0"

MATCHLINE
- SEE PLAN
VIEW

A (ABOVE)

MATCHLINE
- SEE SHEET
L1.02
PLAN
VIEW
C
0 20 40 FT
4'-0"
4'-0"
1'-6"
10'-0"1'-6"MCBEAN PARKWAYMEDIAN 2
90°

ALIGN FULL COURSE OF PAVERS PERPENDICULAR TO SOUTH CURB LINE

ALIGN FULL COURSE OF PAVERS PERPENDICULAR TO NORTH CURB LINE 90°
(E) WAYFINDING SIGNAGE TO BESALVAGED AND RELOCATED
11 STOPPING SIGHT DISTANCE TRIANGLE

DRIVEWAY
CONSTRUCTION &PLANTING NOTES1.SEE SHEET LC-0.01 FOR DETAILED CONSTRUCTION & PLANTING SCHEDULES AND NOTES.

PAVING SCHEDULE (THIS SHEET)ID# SYMBOLDESCRIPTION
1 CONCRETE UNIT PAVERS

PLANT SCHEDULE - THIS SHEETSYMBOLLATIN NAME SIZETREES
Koelreuteria bipinnata24" box
SHRUBS
Hemerocallis x 'Bitsy' 1 gal
Rhaphiolepis indica 'Ballerina'5 gal

TRAFFIC SCHEDULESYMBOLDESCRIPTIONSIGHT DISTANCE TRIANGLE

DISTANCE TRIANGLE OFFSETS
DocuSign Envelope ID: CBEB9874-08B2-4DC9-904D-28CD441BCF90 10/14/2020
10/15/2020
LC-1.02 HARDSCAPE LAYOUT & PLANTING PLAN
CITY OF SANTA CLARITAMcBEAN PARKWAY
SHTS23SHT OFCIP XXXXXSTR 18-XXXXX
1200' S'LY OF ORCHARD VILLAGETO 500' N'LY OF ORCHARD VILLAGE NO. REVISIONS REVISED BYAPPROVED BYDATE
MICHAEL ZIELSDORF#6044TE
ARCH
Renewal Date
Date
D
Signature
ECIL

LANNSED
C
SAPCE
T
10/31/21
I
3 x

KEY MAP

ORCHARD

VILLAGE
RD

HOSPITAL

ENTRANCE

AVE NAVARRE
McBEAN PKWY1
3 ALEGRO
DR
McBEAN
PKWY
2 R/WR/WR/WR/WR/W

R/WR/WR/WR/WR/WR/WR/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/WR/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
DYH
DYH
CONC
CONC
CONC
CONC
POOL
CONC
1230
1230 1225
1220
1225
1225
HV-104
ASPH
POOL
CONC
ASPH

DENSE TREES
ASPH
CONC
ASPH
ASPH
1230
CONC
ASPH ASPH1227.63
CONC
1230.60
1229.60
1228.601231.80
1226.50
1218.60
1225.40
1225.50
1228.50
1224.20
1230.20
1223.40
1225.40
1222.20
1227.50
1228.30
1223.61
1224.51
1224.61
1222.41
1223.331224.53
1225.07
1225.32
1226.67
1226.80
1226.52
1219.361226.871227.81
1227.52
1227.13
1230.191229.68
1229.93
1226.82
1226.31
1226.23
1225.18
1227.99
1227.12
1226.15
1226.651227.83
1229.33
1228.68
1228.40
1230.12
1229.68
1224.25
1225.31
1221.25
1227.14
1228.83
1229.16
1225.40
1226.06
1227.15
1226.29
1225.66
1227.12
1227.53
1229.85
1227.50
1227.46
1224.59
1225.32
1223.67
1225.37
1230.78
1230.67
1227.20
1226.90
1219.35
1230.72
1231.77
1230.66
1228.75
1226.24
1225.50
1230.33
1230.66
1227.60
1227.42
1227.98
1229.72
1228.84 1226.56
1224.60
1223.54
1223.98
1224.10
1225.21
1228.02
1225.69
1225.50
1230.40
1232.47
1227.58
1224.13

DENSE TREES
POOL
CONC
ASPH
SCATTERED_BRUSH

DENSE TREES
1230
1225
(T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T)
(T)
(T)
(T)
(T)
(T)
(T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T)
(T)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(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)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E) (SD)
(SD)
(SD)
(SD)
(SD)
(SD)
(SD)
(SD)
(SD)
(SD)
(SD)
(SD)
(SD)
(SD)(SD)
(S)(S)
(S)(S)
(S)(S)
(S)(S)
(S)(S)
(S)(S)
(S)
(S)(S)
(S)(S)
(S)(S) (S)(S) (S)(S) (S)(S) (S) (S)(S) (S)(S) (S)(S) (S)(S) (S)(S) (S)(S) (S) (S)(S) (S)(S) (S) (S)(S) (S)(S) (S)(S) (S) (S)(S) (S)(S) (S) (S)(S) (S)(S) (S)(S) (S)(S) (S)(S) (S)(S) (S) (S)(S) (S)(S) (S)(S) (S)(S) (S)(S) (S)(S) (S)
(S)(S)
(S)(S)
(S)(S)
(S)(S)
(S)(S)
(S)(S)
(S)
(S)(S)
(S)(S)
(S)(S)
(S)(S)
(S)(S)
(S)(S)
(S)
(S)(S)
(S)(S)
(S)(S)
(S)(S)
(S)(S)
(S)(S)
(S)
(S)(S)
(S)(S)
(S)(S)
(S)(S)
(S)(S)
(S)(S)
(S)
(S)(S)
(S)(S)
(S)(S)
(S)(S)
(S)(S)
(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)(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)
(W)

R/WR/WR/WR/WR/W

R/WR/WR/WR/WR/WR/WR/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/WR/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
13+00 14+00 15+00
16+00
17+00
18+00
19+00
Passenger
Car
Passenger
Car
PLAN VIEW 'C' Scale: 1" = 20'-0"

MATCHLINE
- SEE SHEET
L1.01
PLAN
VIEW
B

MATCHLINE
- SEE SHEET
L1.03
PLAN
VIEW
D
0 20 40 FT
1'-0"1'-0"
8'-0"
1'-0"

MCBEAN PARKWAY

HOSPITALDRIVEWAY

ORCHARD VILLAGE ROAD
MEDIAN 2
MEDIAN 31

PROPOSED SIDEWALKPER CIVIL PLANS

STOPPING SIGHT DISTANCE TRIANGLE

STOPPING SIGHT DISTANCE TRIANGLE
1 PAVING SCHEDULE (THIS SHEET)ID# SYMBOLDESCRIPTION
1 CONCRETE UNIT PAVERS

PLANT SCHEDULE - THIS SHEETSYMBOLLATIN NAME SIZETREES
Koelreuteria bipinnata24" box
SHRUBS
Hemerocallis x 'Bitsy' 1 gal
Rhaphiolepis indica 'Ballerina'5 gal
CONSTRUCTION &PLANTING NOTES1.SEE SHEET LC-0.01 FOR DETAILED CONSTRUCTION & PLANTING SCHEDULES AND NOTES.

TRAFFIC SCHEDULESYMBOLDESCRIPTIONSIGHT DISTANCE TRIANGLE

DISTANCE TRIANGLE OFFSETS
DocuSign Envelope ID: CBEB9874-08B2-4DC9-904D-28CD441BCF90 10/14/2020
10/15/2020
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W

R/WR/WR/WR/WR/WR/WR/WR/WR/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/WR/W
DYH
DYH
DYH
ASPH
CONC
SCATTERED_BRUSH
1220
1220
1215
1215
1220
1215
1215
1215
1220
1225

DENSE TREES
HV-6
HV-1061213.91
1214.38HV-107
1214.24HV-105
CONC
ASPH
ASPH
ASPH

DENSE TREES

DENSE TREES
ASPH
CONC
ASPH
1218.62
DENSE
TREES
1219.60
1217.50
1219.40
1215.10
1214.50
1215.60
1217.70
1215.20
1214.50
1223.20
1213.90
1214.39
1214.68
1214.55
1215.14
1213.84
1213.82
1214.86
1215.93
1215.86
1213.35
1225.49 1224.65
1215.52
1216.23
1216.631217.70
1216.44
1216.10
1213.95
1215.11
1214.52
1216.71
1216.83
1215.58
1216.10
1216.71
1217.26
1216.67
1215.40
1224.63
1218.97
1224.46
1216.46
1215.71
1223.70
1218.43
1218.44
1218.62 1217.90
1219.15
1217.70
1217.77
1221.11
1215.75
1217.88
1216.60 1214.141217.53
1216.17
1212.741212.74
1215.49
1214.84
1221.12
1213.82
1216.47
1213.35 1223.88
1221.32
1214.79
1218.18
1220.32
1218.62
1215.37
1220.13
1219.32
1215.80
1219.95
1216.54
1218.43
1217.81 1217.25
ASPH

DENSE TREES

DENSE TREES
ASPH

DENSE TREES
(T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(S)
(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S) (S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(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) (G)
(G)
(G)
(G)
(G)
(G)
(G)
(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) (W) (W) (W) (W) (W)
(W)
(E) (E) (E) (E) (E) (E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E) (S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S) (S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W

R/WR/WR/WR/WR/WR/WR/WR/WR/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/WR/W
22+00 23+00
24+00
25+00
26+00
27+00
28+00
E13
E14
E15
E16
E17
Passenger
Car
PLAN VIEW 'E' Scale: 1" = 20'-0"

MATCHLINE
- SEE PLAN
VIEW

D (ABOVE)
0 20 40 FT
4'-0"

MCBEAN PARKWAY ALIGN FULL COURSE OF PAVERS PERPENDICULAR TO NORTH CURB LINE 90°
MEDIAN 3
1 1
2'-5"

MCBEAN PARKWAY
MEDIAN 3
1 STOPPING SIGHT DISTANCE TRIANGLE

LIMIT OF WORK-

AVE NAVARRE

AVE NAVARRE
LC-1.03 HARDSCAPE LAYOUT & PLANTING PLAN
CITY OF SANTA CLARITAMcBEAN PARKWAY
SHTS23SHT OFCIP XXXXXSTR 18-XXXXX
1200' S'LY OF ORCHARD VILLAGETO 500' N'LY OF ORCHARD VILLAGE NO. REVISIONS REVISED BYAPPROVED BYDATE
MICHAEL ZIELSDORF#6044TE
ARCH
Renewal Date
Date
D
Signature
ECIL

LANNSED
C
SAPCE
T
10/31/21
I
4 x

KEY MAP

ORCHARD

VILLAGE
RD

HOSPITAL

ENTRANCE

AVE NAVARRE
McBEAN PKWY1
3 ALEGRO
DR
McBEAN
PKWY
2 R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W

R/WR/WR/W

R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W

R/WR/WR/WR/WR/WR/W
R/W
R/W
R/W
R/W
DYH
DYH
CONC
POOL
1225
1225
1220
1220
1225
12251225
ASPH

DENSE TREES
ASPH
ASPH
ASPH
1225.40
1225.50
1224.20
1223.40
1222.50
1221.70
1223.70
1228.40
1225.701225.81
1225.49
1223.61
1224.51
1224.61
1222.41
1225.32
1226.23 1225.18
1223.41
1220.79
1220.23
1221.27
1221.66
1222.47
1224.25
1222.37
1227.62
1225.31 1225.74
1220.78
1219.56
1220.34
1221.55
1223.25
1225.40
1225.66
1221.25
1220.48
1222.22
1225.36 1225.53
1225.32
1223.67
1225.37
1222.16
1223.93
1221.12
1225.50
1222.311224.60 1223.54
1222.65 1222.39
1220.32
1219.32
1223.981224.10
1225.21
1220.78
1221.59
1220.79
1224.13
SCATTERED_BRUSH

DENSE TREES
SCATTERED_BRUSH

DENSE TREES

DENSE TREES

DENSE TREES
1225
(T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S) (S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(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) (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) (W) (W) (W) (W) (W) (W) (W) (W) (W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E) (S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S) (S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(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)
(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)
(W)
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W

R/WR/WR/W

R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W

R/WR/WR/WR/WR/WR/W
R/W
R/W
R/W
R/W
17+00
18+00 19+00
20+00
21+00
22+00
E07
E08
E09
E10
E11
E12
E13
E14
PLAN VIEW 'D' Scale: 1" = 20'-0"

MATCHLINE
- SEE PLAN
VIEW

E (BELOW)
0 20 40 FT
4'-0"
90°
ALIGN FULL COURSE OF PAVERS PERPENDICULAR TO SOUTH CURB LINE12 9"MIN.FOR PAVERS11"
EXISTING TREE TO REMAIN.SEE EXISTING TREESCHEDULE LC-0.01, TYP.

MATCHLINE
- SEE SHEET
L1.02
PLAN
VIEW
C
MEDIAN 3

MCBEAN PARKWAY

STOPPING SIGHT DISTANCE TRIANGLE
1'-6"
9'-2"
EXISTING TREE TO REMAIN. SEE EXISTING TREE SCHEDULE LC-0.01, TYP.

PAVING SCHEDULE (THIS SHEET)ID# SYMBOLDESCRIPTION
1 CONCRETE UNIT PAVERS
2 NATURAL GRAY CONCRETE

PLANT SCHEDULE - THIS SHEETSYMBOLLATIN NAME SIZETREES
Koelreuteria bipinnata24" box
SHRUBS
Hemerocallis x 'Bitsy' 1 gal
Rhaphiolepis indica 'Ballerina'5 gal
CONSTRUCTION &PLANTING NOTES1.SEE SHEET LC-0.01 FOR DETAILED CONSTRUCTION & PLANTING SCHEDULES AND NOTES.

TRAFFIC SCHEDULESYMBOLDESCRIPTIONSIGHT DISTANCE TRIANGLE

DISTANCE TRIANGLE OFFSETS
DocuSign Envelope ID: CBEB9874-08B2-4DC9-904D-28CD441BCF90 10/14/2020
10/15/2020

B
E
NOTES
LC-2.01 CONSTRUCTION & PLANTING DETAILS
CITY OF SANTA CLARITAMcBEAN PARKWAY
SHTS23SHT OFCIP XXXXXSTR 18-XXXXX
1200' S'LY OF ORCHARD VILLAGETO 500' N'LY OF ORCHARD VILLAGE NO. REVISIONS REVISED BYAPPROVED BYDATE
MICHAEL ZIELSDORF#6044TE
ARCH
Renewal Date
Date
D
Signature
ECIL

LANNSED
C
SAPCE
T
10/31/21
I
5 x
F
1 LEGEND:

EXISTING ROADWAY

EXISTING CURB

MAINTENANCE STRIP PAVING

BARK MULCH IN PLANTING AREA PER SPECIFICATIONS

PROPOSED SHRUB PLANTING

EXISTING TREE
234
5 NOTES:1.IF NECESSARY, ACTUAL BREAK IN MAINTENANCE STRIP PAVING TO BE DETERMINED IN FIELD BY CITY URBAN FORESTER.2.TERMINATE SOIL REMOVAL, MAINTENANCE STRIP PAVING, & ROOT /MOISTURE BARRIER MIN. 5' EITHER SIDE OF THE TRUNK OF THE ADJACENT EXISTING TREE. 5'-0"5'-0"
6 12
345
32 16
BREAK IN MAINTENANCE STRIP Scale: 1/8" = 1'-0"C
BARK MULCH PER SPECIFICATIONS. TOP OF MULCH 1" BELOW FINISHED SURFACE OF ADJACENT PAVING FINISHED GRADE 3" BELOW FINISHED SURFACE OF ADJACENT PAVING INTERLOCKING CONCRETE UNIT PAVERS TO BE 60MM MIN. THICKNESS. SHAPE AND COLOR PER MATERIAL LEGEND CONCRETE CURB. SEE C-1.01 FOR CURB AND ROADWAY IMPROVEMENTS, (TYP.) 36" DEEP 6MM. DUAL PURPOSE ROOT/ MOISTURE BARRIER CONTINUOUS ALONG PAVING EDGE, CITY-APPROVED; INSTALL PER MANUFACTURER'S REQUIREMENTS. 2500 P.S.I., 4" THICK CONCRETE SUB BASE
SET PAVER IN +/- 1" MORTAR SETTING BED AT EDGE OF PLANTING AREA, TYP.

COMPACTED SUBGRADE
+/- 1" SAND SETTING BED. ALIGN TOP OF PAVERS WITH TOP OF ADJACENT CURB 4" THICK COMPACTED AGGREGATE SUB BASE.

LEVEL WITHCURB

STANDARD PAVER MAINTENANCE STRIP ON CONCRETESECTION AT MEDIAN NOSE

17.75"

LEVEL WITHCURB
VARIES
2%
NOTES:1.PROVIDE 1.5 LB. SUPERNET FIBER BY FORTA CORP. PER CU. YD. CONCRETE FOR ALL FLATWORK.2.PATTERN TO BE RANDOM RUNNING BOND (SEE RIGHT).3.STANDARD CONCRETE UNIT PAVERS TOBE 60MM MIN. THICKNESS; VEHICULAR CONCRETE UNIT PAVERS TO BE 80MM MIN. THICKNESS.

17.75"
CURB
(SEECIVIL) MAINT.STRIP
(RANDOM

RUNNINGBOND

PATTERN)
2 1
4 2%
5 17.75"

STANDARDMEDIANSECTION

WITHPAVERS
3 6

2.25"1"
4"
(BIDALTERNATE)
.
7 8
MIN.LENGTHEQUALTO

BASETHICKNESS
NOTES:

1.CONTRACTORSHALLPROVIDEPAVERSAMPLEPRIORTO

INSTALLATION,SAMPLESHALLBEAPPROVEDBY
CITYREPRESENTATIVE.

2.CONCRETEUNITPAVERS,METALEDGING,PATTERN,SHAPE
ANDCOLORPERSPECIFICATIONS.

LEGEND:

BARKMULCHPERSPECIFICATIONS.TOPOFMULCH1"BELOWFINISHSURFACE FINISHGRADE3"BELOWFINISHSURFACEOFADJACENTPAVING

17.75"WIDEPAVERMAINTENANCESTRIP.CONCRETEUNITPAVERSTOBE60MM MIN.THICKNESS.

SEECIVILFORCURBANDROADWAYIMPROVEMENTS,TYP.
36"DEEP6MM.DUALPURPOSEROOT/MOISTUREBARRIERCONTINUOUSALONG PAVINGEDGE,CITY-APPROVED;INSTALLPERMANUFACTURER'SREQUIREMENTS SEECIVILPLANSFORFILLANDBASEMATERIALSBELOWPAVEDSURFACE.
1"SANDSETTINGBED

METALEDGINGW/STAKE
5 6
4 3
2 1
7 8 EQUALEQUAL
CL

WIDTHPERPLAN
3 4
2%

SECTIONATMEDIANNOSE
6 CITYOFSANTACLARITA-LANDSCAPEMAINTENANCEDISTRICT

MAINTENANCESTRIPWITHROOT/MOISTUREBARRIER

ANDPAVER

NOTTOSCALE
1/2" MAX BETWEEN PAVER & CURBPAVER PATTERN:
1 2
3 4
5 67
89 10
310 948
3612
7 48
5 PAVER INSTALLATION SECTIONS WITH ROOT/MOISTURE BARRIER Scale: 1" = 1'-0"A 1 LEGEND:
3" CLEARING AND GRUBBING

TYPICAL SOIL REMOVAL SECTION (AFTER CLEAR & GRUB)

EXISTING CURB & GUTTER
MAINTENANCE STRIP PAVING (60mm MIN.)
1" MORTAR SETTING BED
4" CONCRETE SUB-BASE
TOP OF MULCH 1" BELOW FINISH SURFACE AT ADJACENT PAVING FINISH GRADE 3" BELOW FINISH SURFACE OF ADJACENT PAVING

NATIVE SUB-GRADE

DUAL PURPOSE ROOT/MOISTURE BARRIER PER DETAIL THIS SHEET 2 345
NOTES:1.SOIL IN THE PLANTED AREAS SHALL BE COMPACTED TO 80%.2.MAINTAIN GRADE AT EXISTING TREES (TYP).3.SOIL REMOVED SHALL BE DISPOSED OF PER SPECIFICATIONS.

MEDIAN SOIL REMOVAL SECTION
4"
1'-6"MAX.1'-6"
4"
(FOR CROWNED/RAISED MEDIANS WITH EXISTING TREES)
10 1"
8"
9 67
8 910
218
34567
MEDIAN SOIL REMOVAL Scale: 1/2" = 1'-0"D
1 LEGEND:

TOP OF MULCH 1" BELOW FINISH SURFACE AT ADJACENT PAVING FINISH GRADE 3" BELOW FINISH SURFACE OF ADJACENT PAVING

CURB AND GUTTER

MAINTENANCE STRIP PAVING
OVER EXCAVATE EXISTING NATIVE SOIL IN THE PLANTING PITS TO 18" MIN. DEPTH PER THE PROJECT SPECIFICATIONS AND THE SOILS REPORT.

DUAL PURPOSE ROOT/MOISTURE BARRIER PER DETAIL THIS SHEET BACKFILL MIX & PLANTING TABLETS PER SHRUB & TREE PLANTING DETAILS, THIS SHEET. 2 345
NOTES:1.SOIL IN THE PLANTED AREAS SHALL BE COMPACTED TO 80%2.OVER EXCAVATE THE SOIL IN THE PLANTING PITS PER SOILS REPORT.3.SOIL REMOVED SHALL BE DISPOSED OF PER SPECIFICATIONS.

STANDARD MEDIAN SECTION

MEDIAN WIDTH PER PLAN
1'-6" MIN.
6 7
12 346
75 MEDIAN PLANTER OVEREXCAVATION & BACKFILLScale: 1/2" = 1'-0"G DocuSign Envelope ID: CBEB9874-08B2-4DC9-904D-28CD441BCF90 10/14/2020
10/15/2020
IRRIGATION NOTES:1.STATIC WATER PRESSURE (REGULATED) IS 109 PSI AT P.O.C. 'A'. THE WATER PURVEYOR IS VALENCIA WATER COMPANY. FOR PROJECT INFORMATION, CONTACT: JIM MORENO 661.294.0828.2.IRRIGATION DRAWINGS ARE DIAGRAMMATIC. LOCATE NEW PIPELINES, VALVES AND EQUIPMENT IN PLANTING AREAS WHEREVER POSSIBLE.3.ALL NEW MAINLINE SHALL BE PURPLE COLOR LINE FOR RECYCLED WATER. SEE COVER SHEET FOR RECYCLED WATER IRRIGATION REQUIREMENTS. EXISTING PVC MAINLINE THAT IS SLEEVED AND UNDER PAVED SURFACES MAY REMAIN WHITE.4.TREE AND SHRUB LATERALS TO BE PLACED ABOVE MAINLINE. SEE DETAIL 'B', SHEET LI-2.01.5.REPORT STATIC MAINLINE PRESSURE TO LANDSCAPE ARCHITECT OF RECORD AND CITY REPRESENTATIVE PRIOR TO STARTING CONSTRUCTION.6.PVC SHALL BE LAID WITH CONNECTION HORIZONTAL, NOT VERTICAL.7.SCHEDULE 40 OR ABOVE ONLY ON PVC. NO CLASS 200 ON LMD PROJECTS.8.PIPE SIZES ARE 3/4" UNLESS OTHERWISE LABELED. CHANGES IN PIPE SIZING LOCATED AT FARTHEST DOWNSTREAM PIPE SEGMENT PER SIZE.9.PRESSURE TEST ON ALL MAINLINES 4 HOURS AT 150 PSI. CALL INSPECTOR 24 HOURS PRIOR TO TEST. 10.PROVIDE 6 TO 8 SEPARATE WIRE COLORS FOR EACH IRRIGATION CONTROLLER.11.PROVIDE UNIQUELY COLORED TRACE WIRE TAPED TO BOTTOM OF MAINLINE. TRACE WIRE TO BE CAPPED IN MASTER VALVE BOX AND AT END OF MAINLINE IN LAST VALVE BOX.12.PROVIDE TWO ADDITIONAL VALVE WIRES PER CONTROLLER EXTENDED TO THE END OF THE MAINLINE RUN.13.WATER LINE SLEEVES SHALL ALLOW FOR IRRIGATION PIPES AND COUPLERS TO EASILY SLIDE THROUGH SLEEVING. EXTEND NEW SLEEVE 18" BEYOND EDGES OF PAVING.14.ALL NEW SLEEVING TO BE INSTALLED 36" BELOW GRADE UNDER ROADWAY AND TO BE INSTALLED BY DIRECTIONAL BORING UNLESS OTHERWISE NOTED ON PLANS. THERE SHALL BE NO CUTTING OF PAVEMENT, CURB OR GUTTER IN THESES AREAS.15.ALL CUTS/TRENCHING IN ASPHALT OR CONCRETE SHALL BE REPAIRED ACCORDING TO SPPWC STANDARD PLANS, LATEST EDITION. FOR CONCRETE USE SPPWC 132-3 AND FOR AC USE SPPWC 133-3 OR AS REQUIRED BY CITY ENGINEER.16.EXISTING AND PROPOSED TREES TO RECEIVE TWO BUBBLERS AS SHOWN PER PLAN.17.ALL STATION VALVES AND VALVE BOXES SHALL BE APPROVED FOR RECYCLED WATER.18.THE CONTRACTOR SHALL ALLOW FOR MINOR RELOCATION OF BUBBLER HEADS AT HIGH AND LOW SPOTS AT NO CHARGE TO THE CITY.19.NO IRRIGATION LINES SHALL BE PLACED UNDER ROOTBALLS OF EXISTING OR PROPOSED PLANTS. TRENCHING WITHIN 6 FEET OF EXISTING TREE TRUNKS SHALL BE BY HAND. ROOTS 2" OR LARGER SHALL BE CUT ACCORDING TO ISA STANDARDS IF THEIR REMOVAL IS NECESSARY TO INSTALL PIPES OR ROOT BARRIERS AT THE DIRECTION OF CITY REPRESENATIVE.20.EXISTING TRANSITE MAINLINE WITHIN PLANTING AREAS MUST BE ABANDONED IN-PLACE. SECTIONS OF TRANSITE PIPE REMOVED DUE TO CONFLICTS WITH NEW IRRIGATION FACILITIES MUST BE DISPOSED OF PER THE PROJECT SPECIFICATIONS AND IN ACCORDANCE WITH ALL APPLICABLE LAWS.21.THE IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL BY THE BEGINNING OF THE PLANTING ESTABLISHMENT PERIOD.22.CONTRACTOR TO LAYOUT LIMITS OF BORING AND SAWCUTTING FOR CITY REVIEW AND APPROVAL PRIOR TO BEGINNING WORK. POTHOLING AS REQUIRED FOR BORING IS SHOWN DIAGRAMMATICALLY FOR REFERENCE. ACTUAL LOCATION OF POTHOLING TO BE DETERMINED BY FINAL BORING ALIGNMENT AND LOCATION OF ADJACENT UTILITIES PER UNDERGROUND SERVICE ALERT.

LI-0.01 IRRIGATION NOTES & LEGENDS
CITY OF SANTA CLARITAMcBEAN PARKWAY
SHTS23SHT OFCIP XXXXXSTR 18-XXXXX
1200' S'LY OF ORCHARD VILLAGETO 500' N'LY OF ORCHARD VILLAGE NO. REVISIONS REVISED BYAPPROVED BYDATE
MICHAEL ZIELSDORF#6044TE
ARCH
Renewal Date
Date
D
Signature
ECIL

LANNSED
C
SAPCE
T
10/31/21
I
6 x

HYDROZONE NUMBER
A-41 in21.36HZ 4

VALVE SIZE

POC/CONTROLLERSTATION NUMBERFLOW (GPM)
LATERAL PIPE SIZINGGPM SIZE1-8 3/4"8-12 1"12-221 1/4"22-301 1/2"30+ 2"

IRRIGATION SCHEDULESYMBOLDESCRIPTIONMANUFACTURER MODEL GPM PSI DETAIL / SHEETBUBBLERS / DRIP EMITTERS SERIES NOZZLE MODEL BODY MODEL BUBBLER ON RISER Rain Bird(R)1400 Series Pressure Compensating Full-Circle Bubblers 1401 SCH 80 PVS w/ SALCO SLV-436-005R Purple Adapter0.25 20 - 90 C,E / LI-2.01 CENTER STREAM BUBBLERRain Bird(R)Plastic MPR Stream Bubbler Nozzles5CST-B w/ PA-8S-NP Adapter and PC-025 Screen SCH 80 PVS w/ SALCO SLV-436-005R Purple Adapter0.50 15 - 30 C,E / LI-2.01 FULL STREAM BUBBLERRain Bird(R)Plastic MPR Stream Bubbler Nozzles5CST-B w/ PA-8S-NP AdapterSCH 80 PVS w/ SALCO SLV-436-005R Purple Adapter1.50 15 - 30 C,E / LI-2.01 HALF STREAM BUBBLERRain Bird(R)Plastic MPR Stream Bubbler Nozzles5CST-B w/ PA-8S-NP AdapterSCH 80 PVS w/ SALCO SLV-436-005R Purple Adapter1.00 15 - 30 C,E / LI-2.01 QUARTER STREAM BUBBLERRain Bird(R)Plastic MPR Stream Bubbler Nozzles5CST-B w/ PA-8S-NP AdapterSCH 80 PVS w/ SALCO SLV-436-005R Purple Adapter0.50 15 - 30 C,E / LI-2.01

VALVES SERIES NOTES
CONTROL VALVE Buckner Superior950DWRW Size per plan 0 - 320 20 - 200 A / LI-2.01 MASTER VALVE Buckner Superior950DWRW 950125DWRW 0 - 320 20 - 200 F / LI-2.01 GATE VALVE NibcoGate Valve T-113 0.25 - 30 10 - 150 A / LI-2.02 PIPE TYPE NOTESMAINLINE PVC Schedule 40 2" diameter B / LI-2.01LATERAL PVC Schedule 40 B,C / LI-2.01SLEEVES WESTERN LASCOPVC Schedule 40 B / LI-2.01

POINT OF CONNECTION MODEL NOTES

WATER METER - RECLAIMED
BACKFLOW PREVENTERClarke SalesBIC-1000 - 2" E,F / LI-2.02 FLOW SENSOR Data IndustrialIRR220P C / LI-2.02
PRESSURE REGULATORZurn Wilkins112-500XLHLR

CONTROLLER MODEL ENCLOSURE
CONTROLLERWeatherTRAKWTPRO3-24-CWM VIT STRONGBOX FRONT ENTRY INCLUDES 3 YR SERVICE AGREEMENT THROUGH 06/30/2025. CIM PRO2C-1248-3Y: HUNTER WR CLICK CIM PRO2C-1248-3Y: HUNTER WR CLICK SENSOR (LOCATION PER CITY OFFICIAL) D / LI-2.02
MISCELLANEOUSQUICK COUPLER - RECLAIMED Rainbird33-DNP B / LI-2.02 Pull Box NA Per Detail D / LI-2.01
Flush Valve NA PER DETAIL G / LI-2.01
**CONTRACTOR TO INSTALL MANUFACTURER LISTED EQUIPMENT OR APPROVED EQUAL CC
RW
PB
F
DocuSign Envelope ID: CBEB9874-08B2-4DC9-904D-28CD441BCF90 10/14/2020
10/15/2020

R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W

R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W
R/W
R/W
R/W
R/W
R/W
R/W
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC

DENSE TREES
1245
1245
1245 1240
1240
HV-3
HV-103
POOL
CONC

DENSE TREESDENSE TREES
ASPH
CONC

DENSE TREES
ASPH
CONC
CONC

DENSE TREES

DENSE TREES
ASPH
ASPH
CONC

CONC DENSE TREES
DENSE
TREES
1245.60
1243.60
1242.50
1241.60
1239.50
1245.30
1246.70
1249.60
1240.27
1244.32
1240.57
1251.84
1245.79
1241.46
1243.48
1239.26
1241.84
1243.891244.53
1243.761246.17
1240.71
1241.80
1245.59
1240.89
1247.67
1244.62
1243.22 1241.74
1238.63
1246.46
1246.42
1244.07
1238.47
1239.65
1239.26
1239.09
1238.19
1242.781244.45
1247.16
1244.72
1245.45
1241.62
1238.66
1239.22
1247.73
1247.06
1244.83
1245.19
1244.67
1245.36
1244.26 1241.16 1239.85
1242.83
1244.69
1246.45
1244.57
1243.40
1240.67
1238.79
1246.67 1243.71
1243.73
1243.52
1242.82
1244.251246.64
1243.90
1238.62
1243.18
1242.40
1241.14
1246.19
1239.79DENSE TREES

DENSE TREES

DENSE TREES
CONC

DENSE TREES

DENSE TREES DENSE TREES
1245
1238.71
1239.38
(T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T)
(T)
(T)
(T)
(T)
(T)
(T)
(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)
(E)
(E)
(E)
(E)
(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E) (S)(S)(S) (S)(S) (S)(S) (S)(S) (S)(S) (S)(S) (S)(S) (S) (S)(S) (S)(S) (S)(S) (S)(S) (S)(S) (S)(S)
(S)
(S)(S)
(S)(S)
(S)(S)
(S)(S)
(S)(S)
(S)(S)
(S)
(S)(S)
(S)(S)
(S)
(S)(S)
(S)(S)
(S)(S)
(S)
(S)(S)
(S)(S)
(S)
(S)(S)
(S)(S)
(S)(S)
(S)(S)
(S)(S)
(S)(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)(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) (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)(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)
(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)
(W)(W)
(S)

R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W

R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W
R/W
R/W
R/W
R/W
R/W
R/W
1+00
2+00
3+00
4+00 5+00 6+00
7+00
E05
E06
E01
E02
E03
E04
PB
A41.00 in24.50HZ1A31 1/2 in43.00HZ3
A21.00 in3.50HZ2
A11.00 in19.00HZ1
PLAN VIEW 'A' Scale: 1" = 20'-0"

MATCHLINE
- SEE PLAN
VIEW

B (BELOW)

LIMIT OF WORK-
ALEGRO
DRIVE
0 20 40 FT

MCBEAN PARKWAY
MEDIAN 1INSTALL MAINLINE AND LATERAL LINE IN MEDIAN PLANTER, 6" FROM EDGE OF MAINTENANCE STRIP, TYP.

R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W

R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W

R/WR/WR/WR/WR/WR/WR/W
DYH
ASPH
CONC
CONC
CONC

DENSE TREES
1235
1235
1235CONC
ASPH
ASPH

DENSE TREESDENSE TREES
CONC

DENSE TREES
ASPH

CONC CONC
1235.60
1236.10
1234.40
1233.60
1232.50
1229.80
1237.90
1237.30 1233.74
1232.66
1231.701233.75
1231.631236.25
1234.19
1234.73
1237.62
1236.42
1237.29
1238.63 1237.52
1234.76 1234.24
1232.23
1232.58
1238.89
1238.47
1236.28
1237.66
1235.76
1238.19
1235.33
1232.28
1233.72
1234.52
1233.30
1236.10
1233.71 1233.06
1235.98
1236.30
1237.56
1232.82
1234.93
1237.37
1243.71 1237.64
1235.17
1236.28
1233.55
1233.59
1233.44

DENSE TREES

ASPH ASPH
ASPH
ASPH

DENSE TREES
(T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T)
(T)
(T)
(T) (T) (T)
(T)
(T)
(E)
(E)
(E)
(E)
(E)
(E)
(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E) (S)(S) (S)(S) (S)(S) (S)(S) (S)(S) (S)(S) (S) (S)(S) (S)(S) (S)(S) (S)(S) (S)(S) (S)(S) (S) (S)(S) (S)(S) (S)(S) (S)(S) (S)(S) (S)(S) (S) (S)(S) (S)(S) (S) (S)(S) (S)(S) (S)(S) (S) (S)(S)
(S)(S)
(S)
(S)(S)
(S)(S)
(S)(S)
(S)(S)
(S)(S)
(S)(S)
(S)
(S)(S)
(S)(S)
(S)(S)
(S)(S)
(S)(S)
(S)(S)
(S)
(S)(S)
(S)(S)
(S) (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)(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)
(W)
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W

R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W

R/WR/WR/WR/WR/WR/WR/W
7+00
8+00
9+00 10+00
11+00
PB PB
A81.00 in14.50HZ1A71 1/2 in42.50HZ3A61.00 in4.50HZ2
A51.00 in18.50HZ1
PLAN VIEW 'B' Scale: 1" = 20'-0"

MATCHLINE
- SEE PLAN
VIEW

A (ABOVE)

MATCHLINE
- SEE SHEET
L1.02
PLAN
VIEW
C
0 20 40 FT
MCBEAN PARKWAYMEDIAN 2
INSTALL MAINLINE AND LATERAL LINE IN MEDIAN PLANTER, 6" FROM EDGE OF MAINTENANCE STRIP, TYP.

DIRECTIONAL BORE UNDER ROADWAY PER IRRIGATION NOTE 15, SHEET LI-0.01.

LI-1.01 IRRIGATION PLAN
CITY OF SANTA CLARITAMcBEAN PARKWAY
SHTS23SHT OFCIP XXXXXSTR 18-XXXXX
1200' S'LY OF ORCHARD VILLAGETO 500' N'LY OF ORCHARD VILLAGE NO. REVISIONS REVISED BYAPPROVED BYDATE
MICHAEL ZIELSDORF#6044TE
ARCH
Renewal Date
Date
D
Signature
ECIL

LANNSED
C
SAPCE
T
10/31/21
I
7 x

KEY MAP

ORCHARD

VILLAGE
RD

HOSPITAL

ENTRANCE

AVE NAVARRE
McBEAN PKWY1
2 3
ALEGRO
DR
McBEAN
PKWY
IRRIGATION NOTES1.SEE SHEET LI-0.01 FOR DETAILED IRRIGATION SCHEDULES AND NOTES.

IRRIGATION SCHEDULESYMBOLDESCRIPTIONBUBBLERS / DRIP EMITTERSBUBBLER ON RISERCENTER STREAM BUBBLERFULL STREAM BUBBLERHALF STREAM BUBBLERQUARTER STREAM BUBBLER

VALVESCONTROL VALVEMASTER VALVEGATE VALVE

PIPE MAINLINELATERALSLEEVES
POINT OF CONNECTIONWATER METER - RECLAIMEDBACKFLOW PREVENTERFLOW SENSORPRESSURE REGULATORCONTROLLERCONTROLLERMISCELLANEOUSQUICK COUPLER - RECLAIMEDPull BoxFlush Valve*See Sheet LI-0.01 for full Irrigation Schedule and Notes CC
RW
PB
F
DocuSign Envelope ID: CBEB9874-08B2-4DC9-904D-28CD441BCF90 10/14/2020
10/15/2020

R/WR/WR/WR/WR/W

R/WR/WR/WR/WR/WR/WR/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/WR/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
DYH
CONC
CONC
CONC
CONC
CONC

DENSE TREES
1230
1230
HV-104
ASPH

DENSE TREES
ASPH
POOL
CONC
CONC
ASPH
CONC
ASPH
ASPH
CONC

ASPHASPH

ASPHDENSE TREES
1230
CONC
ASPH
CONC
1227.63
CONC
1231.60
1230.60
1229.60
1228.60
1227.50
1226.30
1231.80
1226.50
1228.50
1230.20
1222.20
1227.50
1228.30
1226.78 1226.50
1226.39
1226.67
1226.80
1226.52
1226.871227.81
1227.52
1227.13
1230.19
1228.74
1229.68
1229.93
1226.93
1226.82
1226.31
1227.99
1227.12
1226.62
1227.83
1229.33
1228.68
1228.40
1227.73
1230.12
1229.68
1227.14
1228.83
1229.16
1226.06
1227.15
1227.12
1227.53
1232.23
1231.48
1229.85
1227.01
1226.28
1226.65
1227.90
1227.50
1227.46
1230.78
1230.67
1231.50
1232.28
1233.30
1231.88
1227.20
1226.90
1226.40
1232.18
1230.72
1231.77
1230.66
1228.75
1230.33
1230.66
1227.60
1227.42
1227.98
1229.72
1232.82
1228.84 1226.561231.33
1230.29
1228.02
1230.40
1232.47
1227.58
1227.34
POOL
CONC
ASPH
1230
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T)
(T)
(T)
(T)
(T)
(T) (T) (T)
(T)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(G)
(G)
(G)
(G)
(G)
(G)
(G)
(G)
(G)
(G)
(G)
(G)
(G)
(G)
(G)
(G)
(G)
(G)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E) (SD)
(SD)
(SD)
(SD)
(SD)
(SD)
(SD)
(SD)
(SD)
(SD)
(SD)
(SD)
(SD)
(SD)(SD)
(S)(S)
(S)(S)
(S)(S)
(S)(S)
(S)(S)
(S)(S)
(S)
(S)(S)
(S)(S)
(S)(S) (S)(S) (S)(S) (S)(S) (S) (S)(S) (S)(S) (S)(S) (S)(S) (S)(S) (S)(S) (S) (S)(S) (S)(S) (S) (S)(S) (S)(S) (S)(S) (S) (S)(S) (S)(S) (S) (S)(S) (S)(S) (S)(S) (S)(S) (S)(S) (S)(S) (S) (S)(S) (S)(S) (S)(S) (S)(S) (S)(S) (S)(S) (S)
(S)(S)
(S)(S)
(S)(S)
(S)(S)
(S)(S)
(S)(S)
(S)
(S)(S)
(S)(S)
(S)(S)
(S)(S)
(S)(S)
(S)(S)
(S)
(S)(S)
(S)(S)
(S)(S)
(S)(S)
(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)(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)
(W)

R/WR/WR/WR/WR/W

R/WR/WR/WR/WR/WR/WR/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/WR/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
12+00
13+00 14+00 15+00
16+00
CCRW
F
PLAN VIEW 'C' Scale: 1" = 20'-0"

MATCHLINE
- SEE SHEET
L1.01
PLAN
VIEW

B MATCHLINE
- SEE SHEET
L1.03
PLAN
VIEW
D
0 20 40 FT

MCBEAN PARKWAY

HOSPITALDRIVEWAY

ORCHARD VILLAGE ROAD
MEDIAN 2 MEDIAN 3
IRRIGATION POINT OF CONNECTION ‘A’ NEW 1 1/2" WATER METER-STATIC PRESSURE 109 PSI (PER VALENCIA WATER ON 05/16/2019, CONTACT JIM MORENO 661.294.0828). COORDINATE WITH VALENCIA WATER COMPANY. NEW 2" BIC STATION BACKFLOW PREVENTER AND APPURTENANCES. CONTRACTOR TO CONFIRM PRIOR TO IRRIGATION INSTALLATION AND REPORT DISCREPANCES TO CITY REPRESENTATIVE.

IRRIGATION CONTROLLER PEDESTAL 'A': INSTALL ENCLOSURE PER IRRIGATION LEGEND. WTPRO3C-24-CWM CONTROLLER. LOCATE PEDESTAL AT BACK OF WALK WITHIN CITY R.OW. ADJACENT TO EXISTING LMD CONTROLLERS. CONTRACTOR TO PROVIDE PULL BOX AND CONDUIT RUN FROM S.C.E. POWER SOURCE TO NEW PEDESTAL. FINAL LOCATION SHALL BE AS DEFINED BY S.C.E. AND APPROVED IN THE FIELD BY A CITY REPRESENTATIVE.

INSTALL MAINLINE AND LATERAL LINE IN MEDIAN PLANTER, 6" FROM EDGE OF MAINTENANCE STRIP, TYP.

DIRECTIONAL BORE UNDER ROADWAYPER IRRIGATION NOTE 15, SHEET LI-0.01.

LI-1.02 IRRIGATION PLAN
CITY OF SANTA CLARITAMcBEAN PARKWAY
SHTS23SHT OFCIP XXXXXSTR 18-XXXXX
1200' S'LY OF ORCHARD VILLAGETO 500' N'LY OF ORCHARD VILLAGE NO. REVISIONS REVISED BYAPPROVED BYDATE
MICHAEL ZIELSDORF#6044TE
ARCH
Renewal Date
Date
D
Signature
ECIL

LANNSED
C
SAPCE
T
10/31/21
I
8 x

KEY MAP

ORCHARD

VILLAGE
RD

HOSPITAL

ENTRANCE

AVE NAVARRE
McBEAN PKWY1
2 3
ALEGRO
DR
McBEAN
PKWY
IRRIGATION NOTES1.SEE SHEET LI-0.01 FOR DETAILED IRRIGATION SCHEDULES AND NOTES.

IRRIGATION SCHEDULESYMBOLDESCRIPTIONBUBBLERS / DRIP EMITTERSBUBBLER ON RISERCENTER STREAM BUBBLERFULL STREAM BUBBLERHALF STREAM BUBBLERQUARTER STREAM BUBBLER

VALVESCONTROL VALVEMASTER VALVEGATE VALVE

PIPE MAINLINELATERALSLEEVES
POINT OF CONNECTIONWATER METER - RECLAIMEDBACKFLOW PREVENTERFLOW SENSORPRESSURE REGULATORCONTROLLERCONTROLLERMISCELLANEOUSQUICK COUPLER - RECLAIMEDPull BoxFlush Valve*See Sheet LI-0.01 for full Irrigation Schedule and Notes CC
RW
PB
F
DocuSign Envelope ID: CBEB9874-08B2-4DC9-904D-28CD441BCF90 10/14/2020
10/15/2020

R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W

R/WR/WR/W

R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W

R/WR/WR/WR/WR/WR/W
R/W
R/W
R/W
R/W
DYH
DYH
CONC
POOL
1225
1225
12251225
ASPH

DENSE TREES
ASPH
ASPH
ASPH
ASPH
1225.40
1225.50
1228.50
1224.20
1223.40
1222.50
1221.70
1223.70
1228.40
1225.40
1222.20 1225.81
1223.61
1224.51
1224.61
1222.41
1225.32
1226.80
1219.361226.87
1226.31
1226.23 1225.18
1223.41
1226.15
1226.65
1222.47
1224.25
1222.37
1227.62
1225.31
1223.25
1225.40
1226.06
1227.15
1226.29
1225.66
1222.22
1225.36 1225.53
1224.59
1225.32
1223.67
1225.37
1222.16
1223.93
1227.20
1226.24 1225.50
1222.31
1226.56
1224.60 1223.54
1222.65 1222.39
1223.981224.10
1225.21
1225.69
1225.50
1227.58 1224.13

DENSE TREES
SCATTERED_BRUSH
SCATTERED_BRUSH

DENSE TREES
DENSE TREES1225
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T) (T) (T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S) (S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(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) (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) (W) (W) (W) (W) (W) (W) (W) (W) (W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E) (E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(SD)
(SD)
(SD)
(SD)
(SD)
(SD)
(SD)
(SD)
(SD)
(SD)
(SD)
(SD)
(SD)
(SD)
(SD)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S) (S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(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)
(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)
(W)
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W

R/WR/WR/W

R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W

R/WR/WR/WR/WR/WR/W
R/W
R/W
R/W
R/W
16+00
17+00
18+00 19+00
20+00
E07
E08
PB
CCRW
F A121.00 in24.50HZ1
A111.00 in6.50HZ2A101 1/2 in48.00HZ3
A91.00 in20.00HZ1
PLAN VIEW 'D' Scale: 1" = 20'-0"

MATCHLINE
- SEE SHEET
L1.02
PLAN
VIEW

C MATCHLINE
- SEE PLAN
VIEW

E (BELOW)
0 20 40 FT
MEDIAN 3

MCBEAN PARKWAY
INSTALL MAINLINE AND LATERAL LINE IN MEDIAN PLANTER, 6" FROM EDGE OF MAINTENANCE STRIP, TYP.

LI-1.03 IRRIGATION PLAN
CITY OF SANTA CLARITAMcBEAN PARKWAY
SHTS23SHT OFCIP XXXXXSTR 18-XXXXX
1200' S'LY OF ORCHARD VILLAGETO 500' N'LY OF ORCHARD VILLAGE NO. REVISIONS REVISED BYAPPROVED BYDATE
MICHAEL ZIELSDORF#6044TE
ARCH
Renewal Date
Date
D
Signature
ECIL

LANNSED
C
SAPCE
T
10/31/21
I
9 x

R/WR/WR/WR/WR/WR/WR/WR/WR/W
R/W
R/W
R/W
R/WR/W
R/W
DYH
DYH
1220
1220
1220
1225
12251225
HV-6
ASPH
ASPH

DENSE TREES
ASPH
1218.62
1221.70 1219.60
1217.50
1219.40
1225.701225.81 1225.49 1224.65
1220.79 1220.23
1221.27
1221.661222.47
1218.97
1227.62 1223.70
1218.43
1218.44
1218.62 1217.90
1219.15
1225.74
1220.78
1221.55
1217.88
1221.25 1220.48
1222.22
1225.53 1212.741212.74
1222.16
1221.12
1218.181222.31
1222.39
1220.32
1218.62
1220.13
1219.32
1219.95
1218.43
1217.81
1220.79

DENSE TREES
SCATTERED_BRUSH

DENSE TREES
(T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(S)
(S)
(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S) (S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(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) (G)
(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) (W) (W) (W) (W) (W)
(W)
(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E) (E)
(E)
(E)
(E)
(E)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S) (S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)

R/WR/WR/WR/WR/WR/WR/WR/WR/W
R/W
R/W
R/W
R/WR/W
R/W
21+00
22+00 23+00
24+00
E07
E08
E09
E10
E11
E12
E13
E14
E15
E16
E17
A121.00 in24.50HZ1
PLAN VIEW 'E' Scale: 1" = 20'-0"

MATCHLINE
- SEE PLAN
VIEW

D (ABOVE)

MATCHLINE
- SEE SHEET
L1.04
PLAN
VIEW
F
0 20 40 FT

MCBEAN PARKWAY
MEDIAN 3

KEY MAP

ORCHARD

VILLAGE
RD

HOSPITAL

ENTRANCE

AVE NAVARRE
McBEAN PKWY1
2 3
ALEGRO
DR
McBEAN
PKWY
IRRIGATION NOTES1.SEE SHEET LI-0.01 FOR DETAILED IRRIGATION SCHEDULES AND NOTES.

IRRIGATION SCHEDULESYMBOLDESCRIPTIONBUBBLERS / DRIP EMITTERSBUBBLER ON RISERCENTER STREAM BUBBLERFULL STREAM BUBBLERHALF STREAM BUBBLERQUARTER STREAM BUBBLER

VALVESCONTROL VALVEMASTER VALVEGATE VALVE

PIPE MAINLINELATERALSLEEVES
POINT OF CONNECTIONWATER METER - RECLAIMEDBACKFLOW PREVENTERFLOW SENSORPRESSURE REGULATORCONTROLLERCONTROLLERMISCELLANEOUSQUICK COUPLER - RECLAIMEDPull BoxFlush Valve*See Sheet LI-0.01 for full Irrigation Schedule and Notes CC
RW
PB
F
DocuSign Envelope ID: CBEB9874-08B2-4DC9-904D-28CD441BCF90 10/14/2020
10/15/2020
LI-2.01 IRRIGATION DETAILS
CITY OF SANTA CLARITAMcBEAN PARKWAY
SHTS23SHT OFCIP XXXXXSTR 18-XXXXX
1200' S'LY OF ORCHARD VILLAGETO 500' N'LY OF ORCHARD VILLAGE NO. REVISIONS REVISED BYAPPROVED BYDATE
MICHAEL ZIELSDORF#6044TE
ARCH
Renewal Date
Date
D
Signature
ECIL

LANNSED
C
SAPCE
T
10/31/21
I
10 xNOTE:ALL VALVE BOXES, QUICK COUPLERS, BUBBLERS, PVC LINES, AND IRRIGATION APPURTENANCES SHALL BE PURPLE COLOR FOR RECYCLED WATER. SEE IRRIGATION SCHEDULE (LI-0.01) FOR PRODUCT DESCRIPTIONS/MODEL NUMBERS.

TREE AND SHRUB BUBBLER LAYOUT
LEGEND:

CONCRETE PAVER MAINTENANCE STRIP
CURB

SHRUB LATERAL LINE

TREE LATERAL LINE
TREE BUBBLERS PER PLAN; 2 HEADS FOR EVERY NEW AND EXISTING TREE, PER PLAN CENTER STREAM BUBBLER PER PLAN; HEADS TO BE ALIGNED WITH SHRUBS AND SPACED EQUALLY BETWEEN SHRUBS; 1 HEAD FOR EVERY 2 SHRUBS SHRUB BUBBLER PER PLAN; 1 HEAD FOR EVERY SHRUBNOTES:1. NO LATERALS SHALL BE PLACED UNDER ROOT BALLS2. BUBBLER HEADS SHALL BE PLACED OUTSIDE OF ROOT BALLS3. BUBBLER HEADS AT MEDIAN NOSES SHALL BE ADJUSTED AS DIRECTED BY CITY REPRESENTATIVE WITHOUT ADDITIONAL COST4. ALIGN SHRUB BUBBLERS WITH CENTERLINE OF SHRUB STEMS 12345
6 12
34 5
6 7
7 TYPICAL MEDIAN HEAD AND LATERAL LAYOUTScale: 1/8" = 1'-0"C 2 3
4 5
6 8
7 1
10 SECTION
6"
9 3
2 1
LEGEND:

KINKRESISTANTFLEXIBLEPIPE

BARKMULCHPERSPECIFICATIONS

FINISHGRADE
6"ROUNDBLACKPLASTICVALVEBOXW/LOCKINGCOVER.

HEATBRAND2"LETTERS-"FV"

COMPACTEDNATIVESUBGRADE

PVCLATERALLINE

PROVIDEBRICKFORBASESUPPORT

PVCMANUALBALLVALVE

THREADBYBARBELBOWFITTING
6"MIN.PEAGRAVEL
6 4
9 7
10 5
8 NOTES:

1.INSTALLVALVEBOX1"ABOVETOPOFMULCH

2.WRAPALLTHREADEDFITTINGSW/TEFLONTAPE

CITYOFSANTACLARITA-LANDSCAPEMAINTENANCEDISTRICT

FLUSHVLAVE

NOTTOSCALE
SantaClaritaMedianLandscapingPlanDetails
G
NOTES:

1.INSTALL VALVE BOX 1" ABOVE TOP OF MULCH

2.WRAP ALL THREADED FITTINGS W/ TEFLON TAPE
3 2
1 LEGEND:

BARK MULCH PER SPECIFICATIONS

FINISH GRADE

WIRE CONNECTORS

ELECTRIC MASTER CONTROL VALVE PER LEGEND

PLASTIC VALVE BOX W/ LOCKING COVER
HEAT BRAND 2" LETTERS-"MV"

PVC MAINLINE

PROVIDE BRICK FOR BASE SUPPORT
6" MIN. PEA GRAVEL

COMMON WIRE EXPANSION CURL

CONTROL WIRE EXPANSION CURL
6 4
8 7
9 5
10 1

SECTION
2 4
3 5
6 7
9 10
8 18" MIN.6"

CITY OF SANTA CLARITA - LANDSCAPE MAINTENANCE DISTRICT

MASTER VALVE

NOT TO SCALE
Santa Clarita Median LandscapingPlan Details
F
NOTES:

1.INSTALLVALVEBOX1"ABOVETOPOFMULCH

2.WRAPALLTHREADEDFITTINGSW/TEFLONTAPE
LEGEND:

PLASTICVALVEBOXW/LOCKINGCOVER
HEATBRAND2"LETTERS-"RCV"

BARKMULCHPERSPECIFICATIONS

FINISHGRADE
COMMON&CONTROLWIRESTOHAVE24"LENGTHCOIL

ANDWATERPROOFWIRECONNECTORS

REMOTECONTROLVALVEPERLEGEND
SCH80PVCUNION

PVCLATERALLINE

PROVIDEBRICKFORBASESUPPORT

PVCMAINLINE
6"MIN.PEAGRAVEL
SCH80NIPPLE
3 2
1 6
4 8
7 9
5 10
11 6"
24" MIN.
2 4
3 5
6 11
7 8
9 10
1 SECTION

CITYOFSANTACLARITA-LANDSCAPEMAINTENANCEDISTRICT

REMOTECONTROLVALVE

NOTTOSCALE
A
3 SECTIONINPLANTER
6 7
8 11 18" MIN.
6"
6"
24" MIN.
4 5
NOTES:

1.EXTENDALLSLEEVINGUNDERNEATHPAVING12"MINIMUMINTOPLANTERS

2.MAINLINETRENCHINGUNDERNEATHTREEDRIPLINESSHALLINCLUDEROOT PRUNING.NOROOTOVER2"DIAMETERSHALLBECUTWITHOUTAPPROVAL
BYTHECITYARBORIST.
1 LEGEND:

ADJACENTPAVING

BASEMATERIAL

BARKMULCHPERSPECIFICATIONS

COMPACTEDNATIVEBACKFILL
SANDBACKFILL-MINIMUM2"LAYERSANDBED
BENEATHLOWESTPIPE,MINIMUM6"FILLABOVE

HIGHESTPIPE

LOWVOLTAGEWIRING

IRRIGATIONMAINLINE

IRRIGATIONLATERALLINE
CLASS315PVCSLEEVINGFORIRRIGATIONPIPE
(TWICETHELINESIZE)

ELECTRICALCONDUITFORWIRES(ALLOWEXTRA

ROOMFORWIREMOVEMENT)

NATIVESUBGRADE
4 6
8 9
7 2
3 5
10 11
2 SECTIONUNDERPAVING
1 4
5 9
10 11 36" MIN.
6"

CITYOFSANTACLARITA-LANDSCAPEMAINTENANCEDISTRICT

TRENCHING(LATERALS,MAINLINE,SLEEVES,ANDWIREPLACEMENT)

NOTTOSCALE
B

E TREE AND SHRUB BUBBLER INSTALLATION
SPLICE DIRECTIONS:

1.TO CONNECT WIRES: STRIP ALL WIRES12" FROM ENDS; APPLY

SCOTCHLOK Y SPRING CONNECTOR IN A CLOCKWISE DIRECTION

2.INSERT SPLICE TO BOTTOM OF GEL-FILLED TUBE. CHECK TO

MAKE SURE CONNECTOR HAS BEEN PUSHED PAST LOCKING

FINGERS AND IS SEATED AT THE BOTTOM OF THE TUBE

3.POSITION WIRES IN WIRE CHANNEL AND CLOSE INSULATOR TUBE COVER. ALL ELECTRICAL JUNCTIONS AND TERMINATIONS SHALL
BE WATERPROOF.

4. PROVIDE 12" EXCESS WIRE FROM EACH SIDE
NOTES:

1.SET TOP OF VALVE BOX 1" ABOVE TOP OF MULCH

2.MAXIMUM WIRE SIZES PER CONNECTOR ARE 3-14'S OR 2-12'S 5 3
2 7
8 6
4 LEGEND:

BARK MULCH PER SPECIFICATIONS

FINISH GRADE
PLASTIC VALVE BOX W/ LOCKING COVER, HEAT BRAND 2" LETTERS - "PB" WHEN IN PLACED PLANTING AREA. CONCRETE VALVE BOX
WHEN PLACED IN SIDEWALK.

COMPACTED NATIVE BACKFILL

PROVIDE BRICK FOR BASE SUPPORT

ELECTRICAL CONDUIT WITH SWEEPING ELL
6" MIN. PEA GRAVEL

ADJACENT CONCRETE

WIRE CONNECTOR, SEE NOTES BELOW
1 9
1 2
3 4
6 7
5 8

SECTION
9 CITY OF SANTA CLARITA - LANDSCAPE MAINTENANCE DISTRICT

PULL BOX AND WIRE SPLICE

NOT TO SCALE
Santa Clarita Median LandscapingPlan Details
D
DocuSign Envelope ID: CBEB9874-08B2-4DC9-904D-28CD441BCF90 10/14/2020
10/15/2020
LI-2.02 IRRIGATION DETAILS
CITY OF SANTA CLARITAMcBEAN PARKWAY
SHTS23SHT OFCIP XXXXXSTR 18-XXXXX
1200' S'LY OF ORCHARD VILLAGETO 500' N'LY OF ORCHARD VILLAGE NO. REVISIONS REVISED BYAPPROVED BYDATE
MICHAEL ZIELSDORF#6044TE
ARCH
Renewal Date
Date
D
Signature
ECIL

LANNSED
C
SAPCE
T
10/31/21
I
11 xNOTE:ALL VALVE BOXES, QUICK COUPLERS, BUBBLERS, PVC LINES, AND IRRIGATION APPURTENANCES SHALL BE PURPLE COLOR FOR RECYCLED WATER. SEE IRRIGATION SCHEDULE (LI-0.01) FOR PRODUCT DESCRIPTIONS/MODEL NUMBERS.

NOTES:

1.INSTALLVALVEBOX1"ABOVETOPOFMULCH

2.WRAPALLTHREADEDFITTINGSW/TEFLONTAPE
3 2
1 LEGEND:

BARKMULCHPERSPECIFICATIONS

FINISHGRADE

GATEVALVEPERLEGEND
PVCSCH80MALEADAPTERTWO(2)REQUIRED
ROUNDPLASTIC10"VAVLEBOXW/LOCKINGCOVER
HEATBRAND2"LETTERS-"G.V."

PVCMAINLINE

PROVIDEBRICKFORBASESUPPORT
6"MIN.PEAGRAVEL
6 4
8 7
5 1
2 3
4 6
7 5
8 24" MIN.6"

SECTION

CITYOFSANTACLARITA-LANDSCAPEMAINTENANCEDISTRICT

GATEVALVE

NOTTOSCALE
A
12345
7891011 SECTION
6 24" MIN.
321LEGEND:BARK MULCH PER SPECIFICATIONSFINISH GRADEQUICK COUPLER VALVE PER LEGENDROUND 10" PLASTIC VALVE BOX, HEAT BRAND 2"LETTERS - "QCV" WHEN PLACED IN PLANTINGAREA. CONCRETE VALVE BOX WHEN PLACED INSIDEWALKPROVIDE BRICK BASE FOR SUPPORTCOMPACTED SUBGRADEPEA GRAVELSCH 80 NIPPLE7:2 ƒ39&675((7(//6PVC MAINLINESCH 80 SxT COUPLING
4567891011NOTES:1.INSTALL VALVE BOX 1" ABOVE TOP OF MULCH2. WRAP ALL THREADED FITTINGS W/ TEFLON TAPECITY OF SANTA CLARITA - LANDSCAPE MAINTENANCE DISTRICT

QUICK COUPLERNOT TO SCALE
Santa Clarita Median LandscapingPlan Details
B
NOTES:

1.INSTALL VALVE BOX 1" ABOVE TOP OF MULCH

2.WRAP ALL THREADED FITTINGS WITH TEFLON TAPE
1 LEGEND:

FINISH GRADE

BARK MULCH PER SPECIFICATIONS

PLASTIC VALVE BOX W/ LOCKING COVER, HEAT
BRAND 2" LETTERS- "FS"

PVC MAINLINE

FLOW SENSOR PER LEGEND

PROVIDE BRICK FOR BASE SUPPORT

WIRES FROM FLOW SENSOR TO CONTROLLER

PER MANUFACTURES SPECIFICATIONS
6" MIN. PEA GRAVEL DRAIN SUMP
4 2
3 5
6 7
8 1
2 3
5 4
7 6
8 SECTION
18" MIN.
6"

CITY OF SANTA CLARITA - LANDSCAPE MAINTENANCE DISTRICT

FLOW SENSOR

NOT TO SCALE
Santa Clarita Median LandscapingPlan Details
C
BIC-1000 BACKFLOW PREVENTION DEVICEE

BACKFLOW ENCLOSUREF
NOTES:

1.SEE LEGEND FOR IRRIGATION CONTROLLER, COORDINATE

CONTROLLER AND ENCLOSURE WITH CITY REPRESENTATIVE

PRIOR TO INSTALLATION

2.CONTROLLER SHALL OPEN TOWARDS ROAD FOR ACCESS
2 SIDE ELEVATION
LEGEND:

AUTOMATIC CONTROLLER - SEE LEGEND

CONTROLLER ENCLOSURE SEE LEGEND
POURED CONCRETE BASE - 6" MIN. THICKNESS - EXTEND 6"
BEYOND OUTSIDE DIMENSIONS OF ENCLOSURE WITH 1/2 %

SLOPE FOR DRAINAGE

FINISH GRADE

PVC LONG SWEEP ELL - USE ONE SWEEP ELL PER

CONTROLLER

DIRECT BURIAL CONTROL WIRES TO CONTROL VALVES

CONTROLLER SUB-ASSEMBLY (CSA) INCLUDES GFI &
TERMINAL STRIPS WITH PLACARDS.
120-VOLT SERVICE IN CONDUIT.
5/8" x 8'-0" COPPER GROUNDING ROD W/ GROUNDING LUG &
PVC SLEEVE, CONNECT TO PANEL W/ #6 AWG GROUNDING
WIRE
2 6
9 7
8 5
4 3
1 2
1 6
5 4
3 8
7 9

SECTION

CITY OF SANTA CLARITA - LANDSCAPE MAINTENANCE DISTRICT

CONTROLLER ENCLOSURE

NOT TO SCALE
Santa Clarita Median LandscapingPlan Details
D
DocuSign Envelope ID: CBEB9874-08B2-4DC9-904D-28CD441BCF90 10/14/2020
10/15/2020

LI-3.01 IRRIGATION CALCULATIONS
CITY OF SANTA CLARITAMcBEAN PARKWAY
SHTS23SHT OFCIP XXXXXSTR 18-XXXXX
1200' S'LY OF ORCHARD VILLAGETO 500' N'LY OF ORCHARD VILLAGE NO. REVISIONS REVISED BYAPPROVED BYDATE
MICHAEL ZIELSDORF#6044TE
ARCH
Renewal Date
Date
D
Signature
ECIL

LANNSED
C
SAPCE
T
10/31/21
I
12 x

ATTACHMENT AWATER EFFICIENT LANDSCAPE WORKSHEET
PROJECT NAME: McBean Parkway MediansPROJECT TYPE: CommercialPROJECT LOCATION:Santa Clarita, CAREFERENCE ETo: 65.1TOTAL IRRIGATED LANDSCAPE AREA:9,228 sf Maximum Applied Water Allowance (MAWA)
MAWA = (ETo) (0.62) [ (ETAF x LA) + ((1 - ETAF) x SLA) ] MAWA= Maximum Applied Water AllowanceETo = Reference Evapotranspiration (inches per year)0.62 = Conversion factor (to gallons per square foot)ETAF = Evapotranspiration Adjustment Factor = 0.55 for Residential Areas, 0.45 for non-residential areasLA = Landscaped Area including SLA (sq ft)SLA = Portion of Landscape Area identified as Special Landscape Area - see Definitions (square feet) Applicant to fill in boxes below:
9,228Irrigated Landscape Area including Special Landscape Area/SLA (square feet)0 Portion of Landscape Area identified as Special Landscape Area (square feet) ETo ETAFAREA (sf)ConversionMAWAMAWA for Total LA65.1x 0.45x 9,228x 0.62 167,506MAWA for SLA*65.1x 0.55x 0 x 0.62 0Total MAWA 167,506 (gallons per year) Estimated Total Water Use (ETWU) ETAF CalculationsETWU = (ETo) (0.62) [ (PF x HA) / IE + SLA) ] Regular Landscape AreasTotal ETAF x Area 4,557ETWU = Estimated Total Water Use Total Area 9,228ETo = Reference Evapotranspiration (inches per year) Average ETAF 0.490.62 = Conversion factor (to gallons per square foot)PF = Plant Factor from WUCOLS (see Table A) All Landscape AreasHA = Hydrozone Area (square feet) Total ETAF X Area 4,557IE = Irrigation Efficiency (see Table B) Total Area 9,228SLA - Portion of Landscape Area identified as Special Landscape Area - see Definitions (square feet) Sitewide ETAF 0.49 Caution: Average ETAF exceeds allowed value for site type.

ETWU arrived from Hydrozone Table below= 183,820gallons per yearCaution: ETWU exeeds MAWA.HYDROZONE TABLE hydrozoneplant water useplant factor (PF) irrigation methodirrigation efficiency (IE)ETAF (PF/IE)hydrozone area (HA) (sf) ETAF X Area% of landscape areaHydrozone ETWU REGULAR LANDSCAPE AREAS1 -nose plantingmod 0.4 bubbler0.81 0.491,191588 13%23,7192 -trees mod 0.4 bubbler0.81 0.49 820 405 9% 16,3333 -center shrubsmod 0.4 bubbler0.81 0.497,2173,56478%143,768Regular Landscape Area Subtotal9,2284,557100%183,820SPECIAL LANDSCAPE AREAS (SLA) Special Landscape Area Subtotal0 0 0% 0Total9,2284,557100%183,820 Table A - PF (Plant Factor)Cool Season Turf* 0.8 Warm Season Turf** 0.6 High Water Using Plants 0.8can be between 0.7 - 0.9Moderate Water Using Plants 0.5can be between 0.4 - 0.6Low Water Using Plants 0.2can be between 0.1 - 0.3Very Low water Using Plants 0.1below 0.1 * species include tall fescue, ryegrass, bentgrass and kentucky bluegrass** species include bermudagrass, zoysiagrass, st. augustinegrass Table B - IE (Irrigation Efficiency)Overhead Spray 0.75Drip/Bubbler 0.81*Dripline 0.85*ECO-mat 0.89*note: adjustment can be made based on exact type of equipment, see irrigation legend MONTHLY EToETo:Santa Clarita, CAjan.feb.mar.aprilmayjunejulyaug.sept.oct.nov.dec.annual2.52.24.35.86.08.29.28.56.65.14.12.765.06 PRESSURE LOSS CALCULATION (WORST CASE) - POC 'A'P.O.C. 'A' - POTABLE WATERSTATION:A3 STATIC PRESSURE:109 PSIGPM:43.00

DESCRIPTION PSI
P.O.C.
1 1/2" WATER METER 3.902" REDUCED PRESSURE BACKFLOW 13.00FITTINGS LOSSES (EST.) 1.00TOTAL 17.90

MAINLINE
1 1/2" MASTER VALVE 2.002" FLOW METER 1.002" MAINLINE (1341 LF) 17.68MAINLINE FITTINGS (@ 10%) 1.77MAINLINE LOSS TOTAL 22.45

LATERAL
1 1/2" CONTROL VALVE 2.00LATERAL LINE (428 LF, SIZES PER PLAN) 6.45LATERAL FITTINGS (@ 23%) 1.48LATERAL LOSS TOTAL 9.93

REQUIRED
COMPONENT LOSS TOTAL (P.O.C.+MAINLINE+LATERAL LINE)50.28REQUIRED AT HEAD 30.00COMPONENT LOSSES PLUS HEAD LOSS 80.2810% SAFTEY FACTOR 8.03TOTAL PRESSURE REQUIRED 88.31

RESIDUAL
STATIC PRESSURE 109.00PRESSURE LOSS/GAIN FROM ELEVATION CHANGE (+/- 0.433 PSI/FT)12.12TOTAL AVAILABLE PRESSURE 121.12RESIDUAL PRESSURE (TOTAL AVAILAIBLE - TOTAL REQUIRED)32.81

TOTAL PRESSURE ABOVE THE MINIMUM REQUIREDPRESSURE REGULATOR NEEDED DRAFT
ANTICIPATED MONTHLY IRRIGATION SCHEDULE JAN FEB MAR APR MAY JUNE JULY AUG SEP OCT NOV DEC ANNUALirr. precip plantdailyfreq.totaldailyfreq.totaldailyfreq.totaldailyfreq.totaldailyfreq.totaldailyfreq.totaldailyfreq.totaldailyfreq.totaldailyfreq.totaldailyfreq.totaldailyfreq.totaldailyfreq.totaltotalvalve flow irr. effcy.arearate (PR)factorruntimeperETWUruntimeperETWUruntimeperETWUruntimeperETWUruntimeperETWUruntimeperETWUruntimeperETWUruntimeperETWUruntimeperETWUruntimeperETWUruntimeperETWUruntimeperETWUETWUno.HZ#hydrozone(GPM)type (IE)(sq.ft.)(in/hr.)(PF)(min.)weekGallons(min.)weekGallons(min.)weekGallons(min.)weekGallons(min.)weekGallons(min.)weekGallons(min.)weekGallons(min.)weekGallons(min.)weekGallons(min.)weekGallons(min.)weekGallons(min.)weekGallonsGallonsA11nose planting19.00bubbler0.811949.430.4 2 1 1482 1 1303 1 2574 1 3444 1 3556 1 4857 1 5456 1 5045 1 3944 1 3003 1 2412 1 1623,864A22trees 3.50 bubbler0.811981.700.4 10 1 1519 1 1339 2 26212 2 35112 2 36211 3 49412 3 55611 3 51413 2 40210 2 3068 2 24611 1 1653,942A33center shrubs43.00bubbler0.812,3091.790.4 9 1 1,7618 1 1,5498 2 3,05511 2 4,09411 2 4,22110 3 5,77012 3 6,49111 3 6,00313 2 4,68810 2 3,5718 2 2,87110 1 1,93046,003A41nose planting24.50bubbler0.8121211.110.4 2 1 1621 1 1423 1 2814 1 3764 1 3885 1 5306 1 5975 1 5524 1 4313 1 3282 1 2642 1 1774,228A51nose planting18.50bubbler0.812148.320.4 2 1 1632 1 1434 1 2835 1 3795 1 3917 1 5358 1 6017 1 5565 1 4344 1 3313 1 2662 1 1794,262A62trees 4.50 bubbler0.812541.700.4 10 1 1949 1 1719 2 33712 2 45112 2 46511 3 63612 3 71511 3 66113 2 51710 2 3938 2 31611 1 2135,069A73center shrubs42.50bubbler0.812,3611.730.4 10 1 1,8009 1 1,5838 2 3,12311 2 4,18612 2 4,31611 3 5,89912 3 6,63611 3 6,13713 2 4,79310 2 3,6518 2 2,93511 1 1,97347,031A81nose planting14.50bubbler0.811608.740.4 2 1 1222 1 1073 1 2115 1 2835 1 2926 1 3997 1 4497 1 4155 1 3244 1 2473 1 1982 1 1333,179A91nose planting20.00bubbler0.812168.910.4 2 1 1652 1 1453 1 2864 1 3835 1 3956 1 5407 1 6076 1 5625 1 4394 1 3343 1 2692 1 1814,303A103center shrubs48.00bubbler0.812,5471.810.4 9 1 1,9428 1 1,7088 2 3,36911 2 4,51511 2 4,65510 3 6,36311 3 7,15911 3 6,62112 2 5,1709 2 3,9388 2 3,16610 1 2,12950,734A112trees 6.50 bubbler0.813681.700.4 10 1 2809 1 2469 2 48612 2 65212 2 67211 3 91812 3 1,03311 3 95513 2 74610 2 5688 2 45711 1 3077,322A121nose planting24.50bubbler0.8119512.090.4 1 1 1491 1 1312 1 2583 1 3463 1 3565 1 4875 1 5485 1 5074 1 3963 1 3012 1 2422 1 1633,884POC 'A' Total Daily Runtime1.2 1.0 1.2 1.6 1.6 1.7 1.9 1.7 1.8 1.4 1.1 1.3 183,820ANNUAL ESTIMATED WATER USE (gallons per year)183,820 DocuSign Envelope ID: CBEB9874-08B2-4DC9-904D-28CD441BCF90 10/14/2020
10/15/2020

McBEAN PARKWAY
â
9/3/20
DocuSign Envelope ID: 84AF982A-0D50-483F-9CC6-1C74088EEE9F 9/7/2020

MATCH LINE

SEE BELOW LEFT

MATCH LINESEE TOP RIGHT
McBEAN PARKWAY
9/3/20
DocuSign Envelope ID: 84AF982A-0D50-483F-9CC6-1C74088EEE9F 9/7/2020

MCBEAN PKWY

MCBEAN PKWY

MCBEAN PKWY

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EXHIBIT C

EXHIBIT F

NOT USED

DRAFT

RIGHT OF ENTRY AND LICENSE TO CONSTRUCT AGREEMENT
This Right of Entry and License to Construct (the “Right of Entry”) is entered into by and between HENRY MAYO NEWHALL HOSPITAL AND HCN G&L VALENCIA SUB, LLC (collectively the “Grantor”) and the City of Santa Clarita (the“City”), who agree as follows:

On and subject to the terms and provisions of this Right of Entry, the Grantor hereby authorizes the City, its officers, agents, employees and contractors, and the agents and employees of the City’s contractors and other firms or corporations under contract with the City, to enter upon the premises known as Assessor’s Parcel Numbers 2861-073-010 and 2861-073-011 (portion) as shown in “Exhibit A” (the “Property”) for the purpose of constructing roadway improvements associated with the McBean Parkway realignment project.(the “Right of Entry Area”).

The Right of Entry Area location on the Property is depicted on “Exhibit B”. This Right of Entry will be effective and binding between the Grantor and the City (the “Effective Date”) upon the signature of both parties.

Provided that the Effective Date has occurred on or prior to the Commencement Date (as defined in paragraph 4, below), the following terms and provisions will be applicable to this Right of Entry:

1. Grantor will be given 48 hours’ notice prior to commencement of any work to be performed on or within the Right of Entry Area.

2. The City agrees to compensate Grantor for any damage to the Property caused by the City’s activities or the activities of its officers, agents, employees and contractors and to hold harmless from and defend Grantor against any and all claims of damage to persons or property resulting from the City’s activities or the activities of its officers, agents, employees and contractors.

3. The City will maintain, or cause to be maintained, during the term of this License contractual liability insurance, worker’s compensation insurance and personal injury and property damage liability insurance with limits not less than $1,000,000 single limit coverage insuring against liability for personal injury to or death of any person and damage to the Property arising out of or in connection with the activities of the City or its or their contractors, employees and agents under this Right of Entry. The City will cause Grantor to be named as an additional insured on all policies providing such insurance and shall deliver to Grantor a certificate of liability insurance evidencing the insurance required above. Further, the City will defend, indemnify and protect Grantor from and against any and all claims, demands, actions, suits, judgments, losses, damages, costs or expenses incurred as a result of personal injury, property damage, penalties or fines, including costs and attorneys’ fees, proximately caused in whole or in part by the acts or omissions of the City or its contractors, employees and agents in conducting its activities

EXHIBIT G

under this Right of Entry, except to the extent such personal injury, property damage, penalty or fine is proximately caused by the act or omission of Grantor, its agents, employees, contractors or representatives.

4. This Right of Entry shall commence on __________ (the “Commencement Date”) and shall terminate on ____________.

5. After performing the work under this Right of Entry, and prior to its termination, the City will remove all equipment and unused materials associated with the work from the Property, repair all damages to the Property caused by such work, fill and level all holes caused by the performance of such work, and remove all resulting debris; and the City will restore the surface of the Property as nearly as possible to its original condition.

6. The City will conduct all work performed under this Right of Entry in compliance with all federal, state and municipal statutes and ordinances, and with all regulations, orders, and directives of appropriate governmental agencies, as such statutes, ordinances, regulations, orders, and directives now exist or may hereafter provide.

7. The City will not permit any mechanic’s, materialmen’s or other similar liens or claims to stand against the Property for labor or material furnished in connection with any work performed by or on behalf of the City under this Right of Entry. The City may bond and contest the validity and the amount of any such lien, but the City will immediately pay any judgment rendered, will pay all proper costs and charges, and will have the lien released at its sole expense before the same can be enforced or foreclosed against the Property.

8. The City agrees that it will not, nor will it cause or permit any of its agents, employees or contractors to, bring upon, use, store, release or dispose of any Hazardous Substances on the Property, except to the extent the same is in strict compliance with all applicable governmental laws, rules and regulations. As used herein, “Hazardous Substances” includes, without limitation, those substances included within the definitions of "hazardous substance," "hazardous waste," "hazardous material," "toxic substance," "solid waste," or "pollutant or contaminant" in or under any Environmental Laws or any other substances, materials, and wastes that are or become regulated or classified as hazardous or toxic under any Environmental Laws. As used herein, “Environmental Laws” means all federal, state, local, or municipal laws, rules, orders, regulations, statutes, ordinances, codes, decrees, or requirements of any government authority regulating, relating to, or imposing liability or standards of conduct concerning any Hazardous Substances, or pertaining to occupational health or industrial hygiene or occupational or environmental conditions on, under, or about the Property, as now or may at any later time be in effect.

[SIGNATURES ON NEXT PAGE]

GRANTOR: HENRY MAYO NEWHAL HOSPITAL

By:

By:

Name: Kevin Klockenga
Title: CEO

Date:

HCN G&L VALENCIA SUB, LLC

By:_________________________________
Name:______________________________
Title:_______________________________

Date:______________________________________

GRANTEE: CITY OF SANTA CLARITA
KENNETH W. STRIPLIN, CITY MANAGER

By:

Date:

APPROVED AS TO FORM:

JOSEPH M. MONTES, CITY ATTORNEY

By:

Date:

WIAVER OF JUST COMPENSATION ACKNOWLEDGEMENT
Project McBean Parkway Realignment File No.

Parcels APN 2861-073-010
APN 2861-073-011
Federal Project
No.

DEML22-5450(103)
Limits McBean Parkway between Avenida Navarre and Alegro Drive We, the undersigned, do hereby acknowledge that we have been fully informed of our rights under Federal law to receive just compensation for the right of entry over the hospital main entrance and access road owned by us, Henry Mayo Newhall Hospital and right of entry over the medical building property frontage, westerly driveway, and parking lots owned by us, HCN G&LValencia SUB, LLC, and that we have also been informed of our right to have an appraisal made of said property along with an offer of just compensation. We acknowledge that the City of Santa Clarita has agreed to contribute costs associated with the circulation and improvements within the City’s right of way along McBean Parkway within and up to the total funding granted to the City, and any and all other associated costs will be paid by Henry Mayo Newhall Hospital and HCN G&L Valencia SUB, LLC, and that the circulation and safety improvements of ingress and egress to Henry Mayo Hospital is mutually beneficial, and that the benefits from the project offset any just compensation that we may be entitled to.

However, we do hereby waive the right to just compensation for the above referenced project and agree to allow the City of Santa Clarita to occupy said portion of Henry Mayo Newhall Hospital and HCN G&L Valencia SUB, LLC properties for the sole purpose of construction of improvements and staging the construction area.

This acknowledgement is signed by us freely and without coercion of any kind.

Name
(Print or Type)
Signed Dated
Name
(Print or Type)
Signed Dated
Name
(Print or Type)
Signed Dated

EXHIBIT H