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HomeMy WebLinkAbout2023-11-28 - AGENDA REPORTS - MCBEAN PKWY REALIGNMENT PROJO Agenda Item: 6 1. CITY OF SANTA CLARITA AGENDA REPORT CONSENT CALENDAR CITY MANAGER APPROVAL: ' DATE: November 28, 2023 SUBJECT: MCBEAN PARKWAY REALIGNMENT, PROJECT S 1047 - DEVELOPER AGREEMENT BETWEEN THE CITY OF SANTA CLARITA, HENRY MAYO NEWHALL HOSPITAL, AND HCN G&L VALENCIA SUB, LLC DEPARTMENT: Public Works PRESENTER: Shannon Pickett RECOMMENDED ACTION City Council: Approve the draft developer agreement between the City of Santa Clarita, Henry Mayo Newhall Hospital, and HCN G&L VALENCIA SUB, LLC, stipulating Henry Mayo Newhall Hospital and HCN G&L VALENCIA SUB, LLC, will provide all project related costs above and beyond grant funds obtained by the City of Santa Clarita and providing the City of Santa Clarita right -of -entry to construct and stage on Henry Mayo Newhall Hospital and HCN G&L VALENCIA SUB, LLC, properties. 2. Authorize the City Manager or designee to execute all required documents, subject to City Attorney approval. BACKGROUND The proposed McBean Parkway Realignment Project, shown on the attached Location Map, will improve circulation on McBean Parkway at Orchard Village Road and improve ingress and egress at Henry Mayo Newhall Hospital (HMNH). The project will realign the existing medians east and west of Orchard Village Road and install street improvements along the frontage of HMNH providing for the addition of a dedicated right turn pocket on westbound McBean Parkway into the hospital for improved emergency services access. A dedicated right turn pocket from eastbound McBean Parkway onto southbound Orchard Village Road will be added to improve eastbound afternoon traffic on McBean Parkway. This work is part of the Henry Mayo Hospital Master Plan and supports the Building and Creating Community theme of the City of Santa Clarita's (City) five-year strategic plan, Santa Clarita 2025. Page 1 Packet Pg. 27 O In October 2017, the City Council approved a contract for design services for the McBean Parkway Median Realignment Project to Anderson Penna, and construction drawings were completed in 2020. On June 28, 2022, the City was granted $1,120,000 from the Consolidated Appropriations Act, 2022, under the Community Project Funding/Congressionally Directed Spending, recommended by Congressman Mike Garcia, to construct these improvements. These funds will be administered through the California Department of Transportation (Caltrans). These improvements have been deemed to be mutually beneficial to the City and HMNH prompting a collaboration between the City and the hospital campus property owners, HMNH and HCN G&L VALENCIA SUB, LLC (HCN Valencia), for project planning and preparation of a developer agreement. The agreement includes the following terms: HMNH and HCN Valencia will provide funding to cover all project -related costs in excess of grant funds obtained by the City. The right -of -entry agreement will be executed to allow the City to access HMNH and HCN Valencia properties for construction activities and laydown yard. HMNH and HCN Valencia will procure materials with long lead times in advance of the start of construction. In order to maintain and utilize the grant funding, the City needs to execute this developer agreement to acquire the right -of -entry approval from property owners and to complete a full right-of-way review as required by Caltrans. All parties have reviewed and commented on the agreement and generally agree on the terms. A draft of the agreement is available in the City Clerk's Reading File. Final adjustments are anticipated to be minor and primarily related to format and syntax. Once all parties have approved the agreement, staff will advertise the project and return to City Council to obtain approval of the award for construction. ALTERNATIVE ACTION Other action as determined by the City Council. FISCAL IMPACT None by this action. The recommended action only allows the City to enter into an agreement to secure a right -of -entry agreement, establish responsibility for project cost sharing and procurement of materials, and provide credit for Bridge and Thoroughfare eligible construction costs paid for by HMNH. Reimbursable construction costs are within Valencia Bridge and Thoroughfare District (Fund 303). ATTACHMENTS Location Map Page 2 Packet Pg. 28 O Draft Agreement (available in the City Clerk's Reading File) Page 3 Packet Pg. 29 3������°. �� . �� z 7 . ;� � � � � ® ^ . � ;� � � � � JT�2 . ��\ \ � }���� �«}».�� � 2��» ����l� �a����®» � 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 1 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: "Exhibit B". 1.1 "Agreement" means this Agreement for the Road construction as shown on 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 Maieure. 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 LE "HCN VALENCIA" HCN G&L VALENCIA SUB, LLC a Delaware limited liability company LE 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) STREET IMPROVEMENT PLAN -STANDARD NOTES CITY OF SANTA CLARITA RNNG HOURS ON dTI MGNDAY..V /:GOAM-4O3pPM STREET IMPROVEMENT PLANS SATURDAY B PM IGNI E INSPECTION FEE FALL RE IN ADVANCE. 4 HOUR MINIMUM) 2 LANE CLOSURES ARE NO WGIN ON 11 YONOLY PERMITTED FROM 8:OOAM - 3:30PM. M cB EA N PARKWAY 23A21 VALLNCIA BOULEVARD, SUITE ,40, SANTA CLAPTO IN`°IFORNIAEN;355I°PHONE, (PE 2" AN', AT LEA HOURS PRIOR TO START OF WORK. FLUX IN NSPEIT SUALL BE 120OFT SILY OF ORCHARD VILLAGE 4 A COPY OF E ENCROACHMENT PERMIT AND APPROVED STREET PLANS MUST BE IN THE POSSESSION IF A RESPONSIBLE PERSON AND AVAILABLE AT THE SITE AT TO ALL RACT 5. CONTRACTOR SHALL CONTACT cnv OF SANTA CLARITA PUBLIC WORKS INSPECTION AT (ss,) 255-4060 TV ARRANGE FOR ACCEPTABLE CONSTRUCTION START DATE. 50O FT M LY OF ORCHARD VILLAGE 6 CONTRACTOR SHALL NOTIFY CITY OF SANTA CLARITA PUBLIC WORKS INSPECTION AT (661) 2E5-4ODD AT LEAST TEN,V_FDUR (24) HOURS PRIOR TO THE START OF WORK. SCONTRACTORTALL CONTACSALLT UNDEGATT'RGROUND SERVICE ALERT FOR UPDATE, EVE" " 11111DS -26GG AT LEAST FOR,Y_EIGHT (48) HOURS PRIOR IN STAR' OF WORK_ CONTRACTOR ANMFLV (625) 458-312G. FOR ALL STORM DRAIN DNNECTHW`1 A roPY OF THE PAND/DRUADS ANGELES COUN,VCRIAPURFIC AI, OBTA RECTORIN A PIRI FROM THE APPROPRIATE JURISDICTION PRIOR TO CONSTRUCTION 1 ALL ` RE SHALL GO NFOR I I' THE THIN I FIX THEIR RIGHT DF WAY ANS APIA '4ANDARD PLANS AND STANDARD SPECIFICATIONS FOR PUBLIC WORKS CON4RUCTION' AND THE LOS ANCELE A CC IN I, DEPATX END OF PUB FIX WORKS STAN EFF AS DO OCALL DATE OF PLANS T FROM STORM WATER RUNOFF NojoR DEPOSITION OAII AND PLOF DEBRIS PSULUNG FROM ANY AND ALL WORK IN CONNECTIONL VVDITH CONSTRUCTION- ER THE PEND TO FD— CURB AND ITTER, IT I IECUPE AD OVA 14. INSTAL SIN (6)RINCHES OF CRUSHED AGGREGATE BASE UNDER COMMERCIAPDRVE FOR ALL DRIVEWAY LocA,IGNs AND WDins TLEDCRUSHEDART ,AS, EIRANSON OF THREE (3) PERCENT 01 LESS BY STIL ES MAY BE USEDO 112-1 ,RWALK 16 ALL CONSTRUCTION N IN RDANCE WTH A STANDARD PLAN . DRIVEWAYSSHALLNOT91 LOCATED WTHIN TWENTYRDA FOR FIX CITIES. IITTEIG RIESAIS, AND A LKS SHALL E RVE(25) FEET UPSTREAMOF A CATCH BASIN WREN TREE GRADE WS GREATERN THAN sIX(6) PERCENT18 DRIVEWAIS SHALL NOT ENCROACH INTO LOCAL DEPRESSIONS 19 THERE SHALL BE No ULD THE WIDTH OF THE SIDEWALK TO LISS N AS PIN INSTALL RAILROADS ABOVE GROUND ANDPOSTS INACCDRDANCE WITH CITY STANDARDS, AND SECURE APPROVAL OF THE UA POSTAL SEINCHES, PRIOREXCLUSIVE OP OF CURLL O INSTALLATION 21 EFFIRSTPUCH STREIT NAME SIGNS PIP DETAIL HEREON INSTALL STREET NAME SIGNS Pll LGIATIONS SHOWN IN PLAN 22 INSTALL STREET LIGHTS PER STREET LIGHT PLAN APPROVED BY THE CITY STREET TREES, s,A l II CONSIRUCTEpR PER TH 1ATOSCAPE PL INLI VED BYPDHEWLVAI AND MEDIAN LANDSCAPING INCLUDINGSIXT.N I LANDSCAPING AND ,A AT AN SYSTEMS AN , DLAL IT E ,ON RS ALL BE TS NT TO IRE HIDIANTS IN 26- PAVEMENT DROPEOFFSHOVER ONEDNCHEI HEIGHTETHATDWLLE REMAINFOVERNIGHTT SHALL BECRAMPEDE WWIRH LDS PAII EA COUNT' MEMFE DEPARTMENT STANDARDS BE IT N ELSE No WE BASE TO DEVELOPERS ENWNEE MUST REWLI THE STREET ABRICPLANS (MIRAFI TP3TD oR DTv AP oT`D E01I AND/OR FGE TREATED SUBBASE SHALL BE UnuzED WHEN THE R-VALUE IS LE" THAN TERE CONSTRUCTED INI(17) AND THE EI PON,NOEI Is cREATER THAN THREE (3) PERCEM. 29. OONIOAREBTION 0E STREETS SHALL BE PERFORMED (PER EITHER EMEN,E SECTION YN OPTIONS DING'HE FINAL LIFT OF ASPHALT TO FINISH GRADE IN E15 AFTER GFNFX'MAN" WITH THE DESIGN TL PRIOR TO o.CUPANC. THE APPLICANT SHALLH THE PAVEMENT TO THE SATISFACTION OF THE CITY ENN NEER OPTION B.I CANT SHALL F ,x" L IT A 'LANE IN CINFRIMANCE SIT THE . THE APR ADNDELCUMPIEFFENTI'HE F NOT LIFT OF ASPHALT TO MEET FINISH "ADE I' THE 'HE ENGINEER STORMWATER POLLUTION PLAN NOTES L VERY EFFORT SHOULD BE MADE TO ELIMINATE THE DISCHARGE of NON-STOBMWATER FROM THE PRATECT SITE AT ALL TIMES RGDED SEDIMENTS AND OTHER PDLLUTANT5 MUSI RETAINED ON SITE AND MAY NOT BE TRANSPORTED FROM THE SITE NA SHEET FLOW SWALLS. AREA TRANS. NATURAL DRANAGE COURSE, . OR WIN,, STOCKPILE A OF EAIIH AND OTHER CONSTRUCTIONT-1ELATE1 NATERALS MUST BE PROTECTED FROM BEING TRANSPORTED FROM THE SITE BY THE 4 FNA, ES OF WIND DR WATER. FUELS, ALS, SOLVENTS, AND OTHER TOXIC MA ALS MUST BE S'O"D N A ... DAN" WTH THE ` LIST ON AND All NIT TO IINTAM NAT' 'IT ` SOL AND SURFACE WATERS ALL APPIRVED STORAGE CONTANDIS ARE TO BE PIDTEITEI FID. THE WEATHER SP LL A MUST BE CLEANED Up MM ED I ATELI AND E SIXTEM 5 DISPOSED OF IN A PROPER MANNER. SPILLS MAY NET BE WASHED INTO THE F-WDRAIA OR AN' OTHER DRAINAGE SYSTEM. PROVISIONS SHALL BE MADE TO RETAIN CONCL LE ASH�S ON STUNTIL THE, TRASH EAJDWCONSTRUGUONE RELATED SOLID NWASTES MUST BEF DEPOSITED INTO BE DSPOSE0 AS SOLID EA COVERED RECEPTACLE TO PREVENT CONTAMINATION OF RAINWATER AND (STERNAL BY WIND. D FIRM THE SI BY VEHICLE TRAFFIC. THE CGNSTRUCTON EN WAYS MUST BE STABILIZED D RENTS AND OTHER MATERIALS MAY NOT BE TRACKER ENTRANCE RGPD SO AS TO INHIBIT SEDIMENTS FROM BEING DMEANSE, INTO THE PUBLIC RIGHT-OF-WAY. ACCIDENTAL DEPOSITIONS MUST RBE SWEPT UP IMMEDIATELY AN, MAY NOT BE WASHED DOWN By PAIN OR OTHER R, ANY SLOPES WITH DISTURBED GALA OR DENUDED OF VEGETATIONT BE STABILIZED SO AS TO INHIBIT EROSION BY WAND AND WATER. EDITION, MAY APPLY DURING THE CDNSTRUCION OF THIS PROJECi(ADDDITONAL M SURESFMAYE REVISEDSACXFAMENTD CALFRINA. ADDS AT THE LATEST BE THE FOLLOWING AM- AN OUTLINED IN, BUT PAT O. IAIE BY CITY INSPECTORS): T ); WAITE MANAGEMENT PEGAT INS IT I COISO OF P WATER NNECTION EC5-SOLBINDERSMULCH S165- VACUUMW TA A BILL AN ING N57 POLAR W CON BE, WASTE LRE ANER U/ IRCLEA -DIKESANDDRAINAGE SWALES / MANAGEMENT NO AND I UUIPMM OF S INTENAN EC„ - CIO SLOPE DRAyC INS IPATION DEVICES - t,0 NLIT TECTON WAG IF NA oGDA NII UP BETE P NO ATER US TEER TOP ENTRANCE / OUTLETTIRER0 NyE/E%IT WE, - WIND EROSION CONTROL KEY MAP 1" = zoo' CONTRACTOR'S RESPONSIBILITY 101, ILTL AND RESPONSIBILITIT LIT' L NEI Y FOR UTHESUTILIITYWPIPES. CONDUITSROR TSTRUCTURESSSHOWN EORANOTHSHOWN THESE DRAWINGS HE N RACTOR AGREES THAT HE SHALL ASSUME ND COMPLETE RESPDNSIBILITV FOR SAFE AE NETF ALLIOTEDNSSDNSNAND PROPIATI YHATWDHISRREAND01UIRETHAIMENTLIFE SHALL APPLVNCONCONTRACTOR SHALI NTo" ,L DEFEND. NDDEMNIFYRANDMHELD THENORMAL OWNER AND ENGINEERHOLHARMLESS FROM AN' LIABILITY ARISING FROM HE SALE NEGLIGENCE OF OWNER OR ENGINEER. EXHIBIT B 1' = 2000'- (ABBREVIATIONS BEGIN O CURVE MANHOLE BUR BIT ..S. NOT TO SCALE CLOCC BEGIN VERTICAL CURVE ..ON CURB C.B. CATCH BASIN Pi POINT OF ON URBFACE O POLYVINYL CHLORIDE IF C GL REINFORCED CONCRETE PIPE DEP DEPRESSION .. ENO""CURB TOP F - - VE _ ODIKE TOP of DIKE F F FINISHED FLOOR TC TOP OF GRATE F A FINISHED GRADE T,P TOP OF PIPE TOP FINISHED SURFACE WALL .. GRADE BREAK VERTICAL CURVE IT P IT ON POINT W.W.M. WELDED WIRE MESH , INVERT ELEVATIONLT LEFT SHEET INDEX PRIVATE ENGINEER'S NOTES 20 IRACGETONDETaILS TO CONTRACTORS 2 IRRISATION DE, s IE INDERSIGNESECTION STD CIGEL ENGINEER THE MUNICICEPU E CODEE GRADING WORK WILL BE NUPEWSED IN ACCORDANCE 22 IRRISATION CALCULATIONS 1HesEM1vi sEls aeTniNeolleN orsEAR IT IFRI a NLAG EYReIcoERBeanlo ITV THE El IF N eET GE My KNGwDGGE ERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. BENCHMARK: L 4236 U �IG4LERTND SERVICE nLE LOCADESCTION ON 11 E & 30 V E [� 45551 12-31-22 SEPTEMBER I] 2020 call. TOLL FRF BOX OFF N j� - OBE/0 BCF IVIL ENGINEER RCE NO. EXP. DATE . nno-zzT-zr. NCE 11 1 RESOLUTION U., 19-6, AS A RESOLUTION OF IIE CITY COUNCIL 1660 qe � ."'"' 10/19/20 OF PUBLICAWORKSA DIRECTARTOF RECREANl TION IANDEARE MIT TSERVIAEG DIRECTHE TDORE OFR o`iA A a`;sK' A Yez LLN CHECKER DATE oT EHECUTIo„ OFIGHBOIC SO SE ES CITY E GINEER AND A 5TA CITY ENGINEERS o ROVE F, (IT») �sa_sIT53 PLANS AND DE IGNS IFo THE CONSTRUCTION OF R PROVER NTS TD UBL P[a cN tO:t fiOVED FgR40N5TRUCTION BY. NT SECTION 830.6SFOTO ` ATR PLH EESIF CIN OF SSANTAM CLARITUN'A PT DO AHEREBVI. GEXERCISENUT THEODE S v nay MIKE TENN— AR ENcmEER HAD F CAT AN To TIE PIN 0, DESIGN 0, A CONSTRUCT AN OF .1 AN A PO_ DATE or E*EcuTlory SIGNATURE AND DATE Is AFFIXED.oR PROPERry To WHICH THIS STATEMENT, My CITY OF SANTA CLARITA 8TR=APR01 EMEAT PLANS VICINITY MAP, SHEET INDEX BENCHMARK, STANDARD NOTES ' WILY B LY R/W 50 SO CA 1 VARIES , C' i0 3 Lr S III 6' I Ta 4 LT �� I 2 1 1 1 5 17 TYPICAL SECTION - McBean Parkway (T.I. = 10) NIS STA 3+00.76 TO STA 6+98.68 N'l VPRIES 50-729 "'1" 42 S'LW R/ 50' � �e J CURB RAMP NW CORNER PROPOSED ENTRANCE SGLE: 1"-5' TYPICAL SECTION - McBean Parkway (T.I. = 10) HIS STA 6+98.68 TO STA 14+39.85 WILY S'LY R/w �R'IIII/W VPRIES 12-59 RT l0 7 1 PAR EA 11 —7 9 01' LL TO 89 m i l E r _ — CONSTRUCTION NOTES O PROTECT IN PLACE 18 CONSTRUCT MANHOLE PIPE -To -PIPE PER SPPWC STD. PLAN 321-2 OO NON'12RDUC2T TYPE Al-6 PCC CURB PER SPPWC SM. PLAN 9 30' DEEP FILL WITH SqL O PER LANDSC PEG PLLANSNSiRDCT O CONSTRUCT 12" HOPE S10RM DRAIN 2D CONSTRUCT MEDIAN CURB OPENING PER DETAIL B ON SHEET 2 NOT USED O14N5RUCT MEMAN TAPER PER SPPWC STD. PLAN ND. 03 21 RELOCATE, AS NOTED CURB OPENING CATCH BASIN PER SPPWC STD. PLAN 22 CONSTRUCT CONCRETE COLLAR PER SPPWC STD. PLAN 380-4 OCONSTRUCT NO.300-3 (— PER PLAN) CONSTRUCT TYPE A2-8 (W=12') PCC CURB AND GETTER PER CATCH BASIN PER SPPWC STD. O COONS RUC LOCALDEPRESSIONASE 23 SPPWC PLAN NO.120-2 PLAN NO. E. 'T 24 REMOVE EXISTING SICK O7 CONSTRUCT A2-8 CURB AND CUTTER PER SPPWC STD. PLAN NO. 12D-2 25 REM VEUAND REPLACE EXISTING SIGN RELATIVE TO NEW CONSTRUCT CROSS GUTTER PER SPPWC STD. PLAN NO. 122-2 CONO8CT DN 26 CONSTRUCT TYPE Al-6 PCC CURB PER SPPWC PLAN ND. 120-2 O CDNSTR6 CURB TYPE A2-AND GUTTER (WIPER SPPSPPWCSID. PLAN ND. 1CURB STD 27 CONSTRUCT 6" 10 B" CURB FACE TAPER PER DETAIL ON SHEET 2 NOT USED CONSTRUCT 4" THICK PCC SIDEWALK, JOINTS PER SPPWC 28 CONSTRUCT 11" AC DEEP LIFT WITH EACH PASS OF NOT MORE 10 STD. PLAN NO. 112-2 THAN 4" OVER 6" COMPACTED SUBGRADE (95% MIN.) CONSTRUCT CURB RAMP PER CALTRANS STD. PLAN NO. 29 CONSTRUCT 21" RCP S10RM DRAIN (D-2000). 11 ABG (CASE PER PLAN). SEE SHEET 2 FOR DETAILS REMOVE EXISTING CATCH BASIN AND INTERFERING PORTIONS OF 3D 12 ADJUST TO GRADE (ITEM PER PLAN) EXIST 12' S10RM DRAIN PIPE REGRADE EXISIING LANDSCAPING TO NEW CURB ELEVATIONS 31 RELOCATE BY DTHERS, ITEM AS INDICATED 13 RESTORE IRRIGATION AND SOD CONSTRUCT ASPHALT CONCRETE 10 MATCH EXISTING DR 6' MIN. 14 REMOVE, ITEM AS INDICATED 32 OVER COMPACTED SUBGRADE (BOB COMPACTION) SAWCUT AND REMOVE EXISTING AC, CURB, CUTTER AND/OR 33 CONSTRUCT SLOT PAVE (2 SACK SLURRY) 10 A DEPTH OF 12' 15 LANDSCAPE INSTALL CONCRETE UNIT PAVERS (REFER TO LANDSCAPE 16 REMOVE EXISTING TREE (DIAMETER PER PLAN) 34 ARCHITECT PLANS) CONSTRUCT 7" ASPHALT CONCRETE OVER 8" AGGREGATE BASE 35 INSTALL STEEL FALSE CURB OVER SEWER MANHOLE PER LBIW LB 17 OVER 6" COMPACTED SUBGRADE (90R COMPACTION) 750 SERIES AND DETAIL ON SHEET 8 * NOTE REFER TO STRUCTURAL PAVEMENT INVESTIGATION PAVEMENT SECTOR TO IE BETTERM NEIDAFrER F, I TYPICAL SECTION - McBean Parkway (T.I. = 10) -" - ry NIS h STA 15+63.95 TO STA 20+33.31 �°'e °RI_LERT cEA`E CURB RAMP NE CORNER PROPOSED ENTRANCE CURB RAMP ON ORCHARD VILLAGE NORTH OF McBEAN OFFSITE LE LL1— SGLE: 1'-5' 1 O Tae: REVIEWED DY.FE50LUTION C., 19-1, AS A REVOLUTION OF TIE CITY COUNCIL rre re:iine a�.r aueee yea eie ANSPacPART 24RD a�'°w ��.'s. /-�� 10/19/20DNEINT R00 C/n'OF5,4NTACLAR/TA Pj/s�9Jc `e-`�s oAc9 c"F,' inn cu[cx[k oa,[ar [x[clnlan NEIGHBOR HFOR RSERVICES.TCnV ENGENEEERr ANDAASSIS�ANT DCIiV ENGINEERS DiOEAPPROVEF STREET/MFROYEMENTF'LANS f (949J 258-5at3 £LANI AND DES INS FDIC THE 2. D PvR FOR CONSTRUCTION Al. E TYPICAL SECTION &DETAILS cce. SG Auks Hu,.wwy 2 " "" are IF e�TUTAN . OR PROPERF, ro wwcH THIS STATEMENT, MY NE EEEE sicnlnTURED ago oniel s AFrluFo STRUCTURE, Pel,a,=nse,a�io co„:oem�o.o� oa,�a> m<aa� ,.o4�me�nl �Ee �.ePE -m aw4 PROFILE SCALE HORIL ,- = zo' VERT.: 1" = 4' CONSTRUCTION NOTES O1 PROTECT IN PLACE OCONSTRUCT TYPE Al-B PCC CURB PER SPPWC SID. PLAN ND 120-2 II 1. 1D' PVC (PC 11111 1R" U CD. SA YT TDN DISTRICT PC BBGB CONSTRU T MEDIAN U D O 0 B AN TAPER PER SPPWC STD. PLAN N0. — _ DENSE T EC3 s12" —ENCA WATER COMPANY (pp m (/ - 15 SAWCUT AND REMOVE EXISTING Al. CURB, GUTTER AND/OR EXISTING R/W' ` M.. �' AT&T DUCTS SOCAL EDISON DUCTS - �" = LANDSCAPE \ - - - -'- EXISTING R/w _� - - - * 1T CONSTRUCT 1' ASPHALT CONCRETE OVER B` AGGREGATE BASE T-- - OVER B COMPACTED SUBGRA ( COMPACTION) �L m -- * NOTE --- TE REPORT°AEPAAEoe �A E�"LEMA_HSA INVESTIGATION PARKWAY �- McBEAN D,Ga R AwET KEN°N ER°° H AN B °MPLETE DWG \ + to t� IS co k� Gt17 --- 0 Ln l o, ES rm S Vom +n +N M., o a SAWCUT LINE Rm1 mm eeW C8G 1 ✓+� � CdG t N — _� B" S0. CAL GAS EXISTING R/W A - -- EXISTING R/W CHARTER COMMUNICATIONS NOTE: SEE LANDSCAPE PLAN FOR DISPOSITION OF TREES A 9Rf9AREO IN ACCORDANCE WTH RE 0LUTON NO. 19-E. s A RE50 oTlo of THE OTY CooNCIL RDA OF5,4A?A CLAR/TA 3EAa Po%" aR 10i19i20 NF RRR° wN RSA DIREN ORITO oREREA.ON ANDECOMMUNr SERvCES° DIRECTOR OF PE P.... e1BCH.OcaG5s5sU Y f . a x[R VER aT [x[—.n NEIGHBOR ODD SERVICES. CITY ENGINEER, AND AASSISTANT °CITY ENGINEERS °TOE APPROVER STREET/MfxlOLEAENTfrAMS f (949J 258-5053 'A €' F IF 11 MPVIVE SENT' [A oN f0* LbPO „�,Q�iTRI1CTl lail9/mM EENT SD vEa STA. 3+00.76 TO STA. 6+98.68 MILE LIVE aT E M IaNOF OR PROPER Y TO WHICH H THIS 'ATEMEN AN , MY 3 E III $IGNATORE AND DATE ITS A-EDTURSO PTT,axnsT,a�lo co„�oTm�o.o� oa,�a> m<4a� ,.o�9�me�nT SET �.TTL o-o�.a� e E 11RD gz6 D CURVE DATA t mR 8 cT s wt Is L 51.19 C. _ CB -I. 1450.00' 10 170C 285'55 EX SI N U FA E A R P SDN Y MDINT ED N S' C 200.00 08'20'22" 2911' n w;n 2224,21' 065507 268.58' wR g$ u 35,32 - - 05, N? r: P00E 'L E IA - 77 R P S D S' Y M DI N T PROFILE SCALE 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 SAWCUT LINE \ \1 SPWCUT LINE 'm 2 _ SEE SHEET7 2 33 FOR OFF SITE PLANS M � LIMITS OF GRADING 1I rc (.0 mV n 2 ryE�S 09 OOODS U >: 2 IT T E ss EX. 12' U CO. SAND TO ( �/' 2• VALENCW EAS 09-00005 $ n LIMIT Df GRADING EXS 1 6J DISTRICT PC B1651 a r ScwC T LINE " . , WATER COMPANY IInv S W i EXISTIN (n ro 8o ry - LIMNS OF GRADING G R/W ^ N -0+� 15 TING R/W 2 \y 1R + " + W z tg - - - _- __ W e tt ,:GAY C „ '�.. LJ' • e ® EASE C ( cz4 0 - •15 ] TO NEMSI �^-W 'u•" u. ---- . p n SCORE UNE H i R $ [ TIT DUC15 - G, - w� SAWDU LINEcg� PARKWA es �� 2 n mn n n n N _ SOCAL EDISON DUCTS \\\ V Q C4 '+ C6 Ca m WCUT LINE C 0 (� — y o — — — _ _ _ _ — — — — — 10400 15 W 8+00 tg 9+00 Z J r _ _ _ _ _ _ _\ �- — — p C 2 ry� 17 5 on n n w .1^R v � 12 SAWCUT LINE �.. V LIO t _ - — - - — - _ - `m - - - _ _ _ _ _ _ _ _ _ _ — _ - — _ _ — - /. 1 EXIT Nc R/w 111 EX STING R/W CINRTER COMMUNCATONS 11+50 CONSTRUCTION NOTES O PROTECT IN PLACE CONSTRUCT TYPE At-6 PCC CURB PER SPPWC STD. PLAN O N0. 120-2 O CONSTRUCT MEDIAN TAPER PER SPPWC STD. PLAN ND. �' ,� 9 110-S D uni $ ] 2 $ O CONSTRUCT AZ-6 CURB AND GUTTER PER SPPWC STD. PLAN N0. 12D- _ © CONSTRUCT CROSS GETTER PER SPPWC STD. PLAN N0. 122-2 10 CONSTRUCT THICK PCC SIDEWALK, JOINTS PER SPPNC STD. PLAN N000. 112-2 CONSTRUCT CURB RAMP PER CALTRANS SID. PLAN ND. m „ ABBA (CASE PER PLAN). SEE SHEET 2 FOR DETAILS � O SAWCUI AND REMOVE EXISTING AC, CURB, GUTTER AND/OR - D 'S CONSNNDSCAPE CT ' _ O MR 6' COMPACTEDASUBGRADEE(9Di ECOMPACOGOR'GATE BASE * ,] _ _ _ 21 RELOCATE, AS NOTED + O O O CONSTRUCT ASPHALT CONCRETE TO MATCH EXI TING OR 6' MIN. OVER COMPACTED SUBCRADE II= COMPACTION AS ( O CONSTRUCT SLOT PAVE (2 SACK SLURRY) TO A DEPTH 9 12' m O INSTALL STEEL FALSE CURB OVER SEVER MANHOLE PER LBIW LB $ amp m 750 SERIES AND DETAIL DN SHEET B q o 0 20 m NOTE fV fin* r�� PAVEMENT SECT ON TO BE CETEFM AFTER - F-VALUE TAKEN ONCE ROUGH GRADING 5 COMPLETE NOTE: SEE LANDSCAPE PLAN FOR UNDER ERT CIGALERT DISPOSITION OF TREES aL Tou ERE_ .�.' aonzn-zs r,e re:i.ne a,�. aueee re. eie RRA _AAA I'll 66A P j/sA9Jc `e-`�sooAc9 T F,T' f (949J 258-5at3 £ V:STRUCTINN �� 1oi19i2o NEIGHBOR'APR RSERVICES.TCnV ENGENEETRr ANDAASSISTANTDCITV ENGINEE11 TODIRE APPROVER AND DESIGNS FDR TIE E DINCIETION DELENATED TO ME AND ADDS— TIE CLAN '�'RP'DE'11'1'N',P�R"AMTENDMENT OR $IGNSTNRE AND DATE CIS AFFIXED,STRUCTURE OR PROPERTYR A To wH CH TH S SHATEMEAN RDN . Mr R00 C/TYOFS•4NTACLAR/TA ccT. 4 inn cu[cx[k oa,E ar [x[cln�an PPLANS STASET/MFROYEMENTF'LAMS R ev. y �1 Pay X ...M .... STA. 6+98.68 TO STA. 11+5000 GATE DT E� U AN 23 .9 N LY T REP S D ' Y P 0 U B 0. R P S D N Y 96 in - - M DI N T P D CURB CURVE DATA 2B ie s SEGMENT RADIUS DELTA LENGTH 99 IE ME 19M 00' 83159 296.07 R EITI G S RFC T Al C19 2189,]5' 9'S5'1fi 3T9.1]' L 3 .0 C. 04 - PROFILE SCALE _ XI TI GAS R N EAT HEAR 1" = 20' VERT.: 1"= 4 R P SDS'LLY IME INTCi06 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 SEE 15+00 SHEET 8 15+50 16+00 Hill It SEE SHEETS _ _ - -I EAG DB-DooDB 12" IA CO. SANITATION FAS O9-OD005 FOR OFF SITE PLANS B III prjf�* EXISTING R/YIDISTRICT PC EBBS Oj PCL WALK5 rc \ 1 _ OF GRADNG 12' VALENCM WATER COMPANY IL LWGS OF o ry ^ EXIST G R/w 2 ,N'oo 10 /GRADING r 3 D ___ \$ 2// p N s� _ W"� ' ro , .. ^. ,: _ � 1]•5• V _mow -------- --- �� Iv- --- __-, C = 15 U) { v ry C29 1,. — - m A SAWCUT LINE fH 21 (� $ CBE" '� 1} R9 m F SOG ED oD�Ts` PARKWAY > SAWCUT LINE REMWE GHT B wCUT C14 33 EX. IACFCD CB /3 FOR SD PROFILE LINE 2 W-2l', V-3.5' 'v C16 -- - as cig 8 + 10 12+Op ] 2 1340D 15 00 0 1] _ o C1 _--E _ _ �4� 2 C { ( SAWCUT LINE Z - - 15 11 _ FQ EX. GAEFED CDR 525.101 $ $ 24' U CO. SANITATION AT&T DUCTS" _ m w C 21' RLP ' V — DFSTRIGT CM 32-P-12 LINE $ v a C&G t Ui Lu �, ._ 'I" = Z E IACFCD CB /3 J CAL GAS _PAVEMENT I.D. NOF 0923 ai SD ___ - _. _ _ — �• I�__ '- _ f 2a"RCP I —/ EXISTING R/W �J EXISTING / J/ _ G RW I LI POOL NOTE_ \-\ bNC , �wv�,. �-A. CHARTER COMNUNIGTIONS / SEE LANDSCAPE PLAN FOR I t ( 1 �— 1 DISPOSITION OF TREES I 1 } I CDNT E� ORCHARD ILLAGE RD \R° CONSTRUCTION NOTES 1 PROTECT IN PLACE ONSTRUCT PE Al B PCC CURB PER SPPWC STO PLAN ON---- CONSTRUCT CURB OPENING CATCH BASIN PER SPPWC STD. PLAN N0. 300 3 (WW PER PLAN) CO N N CT LOCALOEPRESSID T CATCH B 51 PER SPPWC STD. OB PLAN N0. 311-} (CASE E. H=Y) A H A N W CONSTRUCT A2 B CURB AND GUTTER PER SPPWC STD. PLAN NO 1212 10 CONSTRUCT 4' THICK PEE SIDEWALK, JONTS PER SERVE STD. PLAN N0. 112-2 15 LANDSCAPED REMOVE EXISTING AC, CURB, CLTIER AND/OR * 1] CONSTRUCT ]" ASPHALT CONCRETE OVER 6" AGGREGATE BASE OVER B' COMPACTED SUBGRADE (9DR COMPACTION) 21 RELOCATE, AS NOTED 22 CONSTRUCT CONCRETE COLLAR PER SPPWC STD. PLAN 38D-4 O CONSTRUCT 21" RCP STORM DRAIN (D-2DDO). CONSTRUCT YOT PAVE (2 SACK SLURRY) TO A DEPTH Of 12' O * NOTE REFERTO STRUCTURAL PAVEMENT INVESTIGATION REPORT BE To BE DETERMINED AGYER RVALIIE TAKENONCE ROUGH GRADING IS COMPLETE DoicaLERr L'aF G AA TAK. 3�Re Rcxo sui 2 U eU r wall zsa-soli to aN kOt ar-9 T 20 BE�nEweD BY. 10/19/20 N cco.D NCE wI H RE"L ION No 18-8, BESOLUTID of THE ITY "TG 0 F TIE OF PUBLICS WORKS,, DIRECTORTA GELE.,TNA OF RECREATION ANDECOMMUOLD TIONTY T. TIE CSEMICES, DIRECTORS OFR NEICHeoRHooD sER Es CITYENGINEER, AND A sA clTv NCINEE s a RavE PLANS AND DE ICNs oR THE cONSTRucTON of U RovEM NTS TC L SECTION 830.6EFOR THE 2CITY OF DESIGNIMMUNITY MCLARITAP IO DO AHEREBY NT TIE CEXERCISE NTHE ODE oolEfdTON,a4�'E°PTNMaROESIONPRGASA'roNSHMUCT aFDa°AN MSPPoEME MO THEAPUBLICEFACILITY,ASTRUCTURE,POR PROPERTY TOWHICHTHISRSTATEMENTV MY D 0V EttAlECUIoN C/TYOFS4NTA CLAFI/TA ccT. g 1Y�-X'w" TAN CHECHEl DATE of ElECmIDN STREET/MFfI�VEMEMPL4NS �OVEG JR,C,w F C,UGN Bv. v ��a 1 19 SSA. 71+60. 00 TO SSA. 76+00. 00 W DATE of Ex[clnloN g P sox AR CURVE DATA El IST NG C18 3. 1 D. . P YN DS D E'L r M D N L T - gw G Aa EI MPRD16+00 EM s PROFILE SCALE 16+50 17+06 17+56 18+00 18+50 19+00 19+50 20+00 20+50 EAS 09-00006 LL I 'os DISTRICT D. ANDI "'� V ��� 12• U CD. SANITATIDN I a� CONSTRUCTION NDTES EXISTING R/w v�_N = `I -S O : FqS 03 OOODB �„ _ ` �: O O1 PROTECT IN PLACE "`- �L�-� \ EXISTING R/w O CO STRRUUCI TYPE Al-6 PCC CURB PER SPPWC STD. PLAN --- „EREo -RlA {'� "� d� N. 1 Lr) - - - -'--- "'1 �I - - _� - - - O CONSTRUCT MEDIAN TAPER PER SPPWC 510. PLAN N0. 110-3 t7 cn*' _ CONSTRUCT 1• ASPHALT CONCRE(E DVER B•AGGREGATE BAY SAIMCUT AND REMOVE EXISTING AC, CURB, GUTTER AND/OR LANDSCAPE v� u^um CATi0N5-- CHARTER COuuuNI- --------- - --- OVER6 COMPACTED SUBGRADE 90A COMPACTION) MOB EAI V 12 VACiNCM-WATER MPAN, PARKWAY 1 v pw� 3] CONSTRUCT SLOT PAVE (1 SACK SLURRY) TO A DEPTH OF 12• w u 1 R,'E __. -- -_ �E e o L - - _ e r. SDGL EDISON OUCTS u ---- E CO.SANRA➢4N-. �S r n�— � o"ow vv PH ry * NOTE. — mow nn .per 17 +m m CZZ -CUT LINE n v NE' To BE PETERS AFTER PAVEMENT SECT + _ _ 17+DD 2 _ - - -^ H VALUE TAKEN ONCE ROUCI CHADI PC IS COMPLETE. _ 18+DD E1.1 `SAWCUT LINE mrc m CBG� +8= A AT. DUCTS _ EXISTING R/W EXISTING R/W' I I 1 g. (I NOTE_ uuoER � ERT SEE LANDSCAPE PLAN FOR RI - ERT - 'IN TILL111- �/ / \� ��i / I DISPOSITION OF TREES aonz�T zs �/ Tti_ I I HOsPa�PHRTo Pj/s�9Jc11 `e-`�sooAc9 A f: (949J 258-5053 x F' a� F.' €'LANS #�00 } O, g5531A ��,.R„ �� )oil9izoRPUSION NEIGHBOR HOFF SEOF PUBLIC RVICES.TCnV ENGENEEERr ANDAASSIS�ANTDCITV ENGINEERSDTOEAPPROVER AND DESIGNS FOR THE E THISTA. F ISME AND AHENAVE THE ILAN Cl DEANN, Cl AMENDMENT GO siGNSTURE AND DALE IIS AFFIXED UR OR 1 A CED'NS TO WHICH F. THIS STATEMENT,NIMPIM BY R00 C/n'OF5,4A?ACLAR/TA [C/ 6 MN Cu[Cx[k FEE Or FOCU ON STREET/MFROYEMENTF'LAMS CONSTRUCTION HV- NSTR S°�DHENN �,E aE EXEC�IAN 76+00.00 TO STA. 20+33.3/ D N A mx PIT CD mZ rm O * D r rn �o 0 0 9 n rmn= C rmrn m Y f +p O r� NOT SEE LANDSCAPE PLAN FOR CONSTRUCTION NOTES SEE $ DISPOSITION OF TREES O1 PROTECT IN PLACE 15 SAWCUT AND REMOVE EXISTING AC, CURB, CUTER ANDI _ LANDSCAPE MC 1t,E"p A A CONSTRUCT TYPE Al-6 PCC CURB PER SPPWC STD. PLAN (.( LIMIT OF GMRnMDIOF BFP 1 m 3 > 9 / O N0. 120-2 16 REMOVE EXISTING TREE (DIAMETER PER PLAN) GRADING 28'= A 4R O CONSTRUCT CURB OPENING CATCH BASIN PER SPPWC STD. PLAN O CONSTRUCT ]" ASPHALT CONCRETE OVER B" AGGREGATE BASE °Q 5 NO.. 3 3 (WJEV PER PLAN) * 1] ♦G Y / OVER B' COMPACTED SUBGRADE (90$ COMPACTION) mx `�yi1 3 E%ISTING4 -x 1R- - - - _ B CONSTRUCT LOCAL DEPRESSION AT CATCH BASIN PER SPPWC STO. 21 RELOCATE, AS NOTED e _ PLAN NO. 31Y3 (CASE E. H=2") REMOVE AND REPLACE EXISTING SIGN RELATIVE TO NEW y - 25 m - O] CONSTRUCT A2-8 CURB AND OIT1ER PER SPPWC STD. PLAN NO. 12D-2 O CONSTRBI tD Z 31 - " v - - �' ;� \ _ _ _ RELOCATE BY OTHERS, ITEM AS INDICATED 0 m ' a A a a " 4 -CO Na Cv " _ o _ _ ] W _ - _ 1O CONSTRUCT 4" THICK PCC SIDEWALK, JOINTS PER SPPWC CONSTRUCT ASPHALT CONCRETE 10 MATCH EXISTING OR B' MIN. STD. PLAN NO.. 112-2 32 OVER COMPACTED SUBADE (90R COMPACTION) N - - a " _ - - - T / GRCONSTRUCT CURB RAMP PER CALMANS STD. PLAN N0. m D T -] AW (CASE PER PLAN). SEE SHEET 2 FOR DETAILS 33 CONSTRUCT SLOT PAVE (2 SACK SLURRY) 10 A DEPTH DF 12" 0 Gi 17 V ADJUST TO MA PER P � 'ill _ x - - -19 SIGN- - 12 DE (ITEM LAN) * NO oER CE ALE -- /L I�`�/I' REFER TO STRUCTURAL PAVEMENT INVESTIGATION UN RT �� McBEAN _ P/1.R F�YY I 13 REGRAOE EXISTING LANDSCAPING TO NEW CURB ELEVATIONS REPORT PREPARED BY LA BELLE MARVN DAiD UIGALERT O _ RESIORE IRRIGATION AND SOD LLB- E III « 14 REMOVE, ITEM AS INDICATED RVALUE TAKENONCEROUCR GRADING IS COMPLETE -2111 IRAES ARTAT�, I'll EPA�o e„ REVIEWED Br. IN .BDRDANGE ITT RESDL�TION No. ,P-R. � A CLIFF of THE aTr BDONBIL RE�SION RE4E. BF APPR IJIEIUrION C/TYOFSAIXTA CLAR/TA i`,e vsN,vR �ss -. 10/19/20 of vuauc wa Hs � REC OeITA GIF RECRE Tc o;roec�aNARr wTRDRDr TD Te c°oeE o° P`Is�9L ale--`�sooA`szceo 5 F.' LAn cuEcx[k Da,[ ar [x[cln�an NEIGHBOR ODD SERVICES.TCIiV ENGINEER,ANDANDATION AASSISTANiDCIiV ENGINEERS ERVICES DIRECTOR APPROVER STREET/MFROYEMENTT'LAMS f: (949J 258-5053 'A €'A LANS AND DESIGNS FORx F' ION OF OR IMPROVEMEN TV O, g5531SECTCIT } o� } ACTION AlBV- D�-FIRE A A.SPOALBAu�"� �SUANIPNITAIPI III THE OFF SITE DETAILS MILE r a. � E aE EIMFUANBEA OR PROPERTYR A TO WHICH THIS STATEMENTION OF, OR AN T, MY 7 sIONATURED AND DOLE S AFFIXED STRUCTURE, PTT,",=nsT,"�Io"o„�oTm�o.o�oa,�a>m<aa�,.o�P�me�n"s&ET �.TTL-O,.a„P F- — — — — — i 1*III 11 11 SE B I _ _ _ / `/v /. TO BE OWNEDY/ III T -IE LM NIMNEO BY CFCO TO XIISTING C SD 11 XIISTINI 18' SD mQ IUD 2 \ i JIIJIIJI ExISiING t LL ` x 1 IF W MIN. RxI ING d CI1 s ES zs z of > - n 5 6 I220 0 ExISTI 32 AUGIM °DETAIL_ DETA- IL A ERDNHORIZONTAL '-) 3VERTICAL 1 4' 1227.14 FL 1C830 9 O ; O H�11111, FINE Cc � 4 � � � o= o — W ry2N� a a'& e j _ U rr O �12 I a 0 CqV eAA'C F22C6Fe 9'8 _ It („) zC PRIVATE STORM DRAIN DETAIL f KALE' 1'-1D' ��i CONSTRUCTION NOTES (1 / L RW r INSTALL LBIW LR 111 ER EEL 0 PROTECT IN PLACE CONSTRUCT TYPE Al-8 KC CURB PER SPPWC STD. PLAN 2' T11 1C31 r,91D ry 9p CeW 27,7S FRPME & mvER O N0. 120-2 ryry n� O3 CONSTRUCT 12' HOPE STORM DRAIN OB NO. 110DUC'-3 CUM PER INGGNCATCH BASIN PER SPPWC SID. PLAN 12 s Q tT-tt 8 8 B B cel s © CDNSTRUCT LOCAL DEPRESSION AT CATCH BASIN PER SPPWC SM. (� LL 11 PLAN NO. 313-3 (CASE E, H=2') A 0 u\ o Q + OJ CDNSTRUCT A2-B CURB AND GUTTER PER SPPWC STD. PLAN NO. 12D-2 _ ExIStI G X � � D GU1 ( ) R v \ ` SPPWC STD. PLAN No 120-2 \\ tiC ' 1228 24 FC U EX. FG - O rm� CONSTRUCT TYPE A2 6 CURB AN lER W 1.5 PER a1 1 0 0 1228 24 FL Cc 10 CONSTRUCT 4' THICK PCC SIDEWALK, JOINTS PER SPPWC �1y5 °g16'N ISM. PLAN N0. 112-2 -------- CONS soc m o o MHO 0 0 °1 6., s TRUCT CURB RAMP PER CALTRANS STD. PLAN N0. _ it AG84 (CAM PER PLAN). SEE SHEET 2 FOR DETAILS I 13 P _ x -. �` xIST ~ W PA o, c (�V1 'I _ — w s 12 ADJUST TD GRADE (ITEM PER PLAN) A to 51 W _ 1 2 10 _ 7 s 7 13 REGRADE EXISTING LANDSCAPING TO NEW CURB ELEVATIONS CURB RESTORE IRRIGATION AND SOD 32 lJ MS nSTEEL FALSE CURB 16 REMOVE EXISTING TREE (DIAMETER PER PLAN) 16 CONSTRUCT MANHOLE PIPE -TO -PIPE PER SPPWC STD. PLAN 99saw SECTION A -A 321-2 S MS (t227FL 22 CONSTRUCT CONCRETE COLLAR PER SPPWC STD. PLAN 3RD-4 o � to 2U _ --- j ` 9 (122 7FL DN / B o1UH T50 FaFt FERRAME 24 REMOVE EXISTING SIGN REM AND 1 \21s3p� `\ L�W LB O /I 25 CDNS RUCTION ES REPLACE EXISTING SON RELATIVE TO NEW 29 CONSTRUCT 21- RCP STORM DRAIN (D-2000). OREMOVE EXISTING CATCH BASIN AND INTERFERING PORTIONS OF EXIST 12' STORM GRAIN PIPE r Z"S — - 12 CONSTRUCT ASPHALT CONCRETE TO MATCH EXISTING OR 6' MIN. OVER COMPACTED SUBGRAOE (90S COMPAC110N) INSTALL STEEL FALSE CURB OVER SEWER MANHOLE PER LRIW LB I2 '.W - SECTION B-B 780 SERIES AND DETAIL ON SHEET B NOTE: MS EH.ICEALE 71,11,111,111, NDS O HT SEE LANDSCAPE PLAN FOR McBE TOLL FREE DISPOSITION OF TREES III aoo-z�� ze REVIEwEo ar, ANTTaETARSAT�. AA a� 10/19/20 R00 CITY OF CLAR/TA P j% DA fe--2N51AC9 F, i tar cu[cxFH oatF of Fx[cutlan NEIGHRORHOODR SERVICES, CITY1ENGINEEER, AND CI TV E NGINEERI DTOEAPPROVEB SJAEET/MfROka f-LAA& e rs>e( zse-sosT OFF -SITE DETAILS AN �.�wTRDCTDN aF E �E. �sv �� eu y t MII HENN„ LATE of EXEOlUAN , 1R PPAPER,r T3MODFCATON TD TIE PLAN DR DESIGN, DR A wHILHTON THIS STATEMENT, AN MY 8 sicNATURED ADD DATEEl FILL AFFXEN UR A.T1,a,°nsT.,,1, 1, SIGN LEGEND: ROIEMfD BY P APPROVED FOR CdISTRUCPON:.m r V��i �»�� �6MF— rvHJGINEER �"�"4Y G6MF— SPffD STOP 45 ® ® ONLY •uuDn ® `�(HENRY MAYO HOSPITAL) OSPrtAL SIGNPROPOSED CUR HOSPITAL STA 11i0D TAPER EN TO STA t0i22a RI -I rrz-�(aq R3-1 - 2t4 HraD) r�(H) _ He-rzH 2ri2 Rel-22 (VA](Uo0) \ STA 12♦DD TAPER EN I 16 R26(S)(CA) SIG B SERVE WATER SIGNq CP STA TO STA 10i18 FROM 12i31 CONm� l 3 H¢2ov R2s[s)(r'a) - oUrrR °"-' Hsi -is (u)(uoD)HUY CONSERVE WATER SIGN 6 126(5)(CA) 95' 19 FROM STA iti98 x�3 R3-7(R) 9 R3-](R R3-5(R) 9 � � G R 6 b' R26(S)(CA IB M 1/l B R1-1, 9 / PROPGS2 ED MEDIA ; j �- mm SCALE 1' 15 R26(S)(C )� PARKWAY -5(R) 1 t] R /� 9V / nA 2 - - — / / / _ TITER - — __ —t5 R28(S)(CA) R ` _ _ 'A / _ 26(S)(CA) ] W3 3 B _ h 5 : 3 — -� 94 -- --- _ 26(S STn i� OM2 �_ 12 -1H- - = - _� /_ --- 325CA) E TO 3' _ / �r9� 15 R26(S)(CA) ' ___ _ - — - 85 - - n _ _-_- _- -_--- _ 1 _ B FROM STA 6i9] PROPOSED MEDIA W}3 E w a "1 -21L) ) R26(S)(CA) 15 }14' S / EXaISTTER R/W 9 R61-15(CA)(MOD) a / 2 FROM. CURR R26(S)(CA) 15 IALENC;A AUTO CENTER B 'A TOWN TOWN CENTER R61-15(CA)(MDD) 9 ]B 5 ] R61-22(CA)(MOD) SANTA CLARITA CITY HALL MC I EXISTING CURB gEA H PROPOSED CUR 5 75' W R2W PROPOSED CURB 16 z Q (HENRY MAYO HOSPITAL) Y (� ��jj�/ E R2-1(45) G 22' pARK\NA GENERAL NOTES. R26(S)(CA) SWOMtCA3 ] I W E —7(R) t. ALL SIGNING AND STRIPING SHALL BE ACCORDING TO THE E R9-3 )(CA) CALIFOtNIA MUTCD LATEST EDITION. SIZES DF SIGNS SHALL BE E R3-](R) R/W FOR CONVENTIONAL ROAD, UNLESS OTHERWISE SPECIFIED. 12 ]8 5 R9-3DP R2Ds)(CA) E HOSPITAL y E R28(5)(CA) Z _ EXIST CUR SIB 2. ALL CONFLICTING SIGNING OR STRIPING SHALL BE REMOVED PER EXISTING CURB & GUTTER GULTRANS SPECIFICATIONS LATEST EDITION. PAVEMENT DAMAGED 280 3 _ - GUILT TO REMOMNG RAISED PAVEMENT MARKERS SHALL BE 1 0, Q _ 13 I S.N.S. ] m e�fv REPAIRED TO THE SATISFACTION OF THE CITY ENGINEER. _ 3. ALL ARROWS SHALL BE THE IV (L OR R). UNLESS OTHERWISE IND SCALE 1' - 40 ��� I +� ©."A G ` "— _ u q LANE WI LANE WIOTIS SHALL BE MEASURED BETWEEN THE CENTER LINES �..,yX o r3, 2 �. -d --r OF EACH ADJACENT SINGLE OR DOUBLE STRIPE OR FACE OF CURB AS APPROPRIATE. STRIPING SHALL BE CAT TRACKED AND APPROVED BY THE CITY ENGINEER PRIOR TO FINAL INSTALLATION. ` o_ - PROPOSED MEDIAN 295' 5 - m. - - - 00 -----� - -"- - _ B. ALL TACAGED RT MAELD S R&CESL DEPARTMENT. DELIVERED IDES OTHERWISE --�_ � " " - - v _ EXISTING CURB � _ _ _ _ - SANTA L LA I A FIELD E W A N UNLESS EXISTING CUR 2 13 11 ' ID Pt y — I _I_ ___ �� SHOWN. CONTACT SCOTT HAMILTON (661) 294-2563. a GUTTER m - _ _ - _ _ 31Y 5 R/W yD — - - - _ _ _ _1P— " R ) E - - ]. PROPOSED LANE LINES SHALL MATCH EXISTING LANE LINES F _ E UNLESS OTHERWISE INDICATED. & ALL PAVEMENT MARKINGS/STRIPING SHALL BE THERMOPLASTIC, CONSTRUCTION NOTES. t NARJ 13 - -2 3 �o R/W —_ UNLESS OTHERWISE INDICATED. OSTALL ARROW PAVEMENT MARKING PER CALTRANS STD. Ott-1 E r12 (r2J 6, 5' 9. SIGN POSTS SHALL BE LNISTRUT' SWARE GALVANIZED STEEL PLAN A24A AS SHOWN ON PLAN. 4 P6 S E R26(S)(CA)� �R/W' POSTS WITH BREAKAWAY ANCHOR PDST. OR APPROVED EQUAL O REMOVE EXISTING CONFLICTING LANELINE/PAVEMENT MARKINGS. OM2-IH E 1 I f 2 EXISTING CUR 5 3]O PROPOSED MEDIAN ( / (SEE Cltt SPECIFICATIONS). a GUTTER R2-1(45) E 2' FROM CURB I t0. NLE55 SPECIFIED, THE SHEETING FOR SIGNS SHALL BE 3M OS INSTALL B' WHITE LASHED LANELINE PER CALTRANS STD. ) R26(S)(CA) DIAMOND GRADE VIP FOR REGULATORY SIGNS 3M HIGH INTENSITY PLAN A2DA, DETAIL 12. �� I W GRADE PRISMATIC FOR WARNING SIGNS, AND 3M DIAMOND GRADE Oq INSTALL r WHITE DIAGONAL STRIPING AT 4T SPACING. I c) 3 FOR SCHOOL SIGNS O-E LEGEND. S INSTALL B" WHITE CHANNELIZING LINE PER CALTRANS STD. BUS SIGN �' I 11. CRO&&WALKS/LIMIT LINES SHALL BE INSTALLED PRIER TO SIGNAL PLAN A20C, DETAIL 30. R2 1(45) 1 J TURN -ON. © INSTALL B' WHITE RIGHT EDGELINE PER CALTRANS STD. EXISTING CUR ) J b =EXISTING STRIPING a MARKINGS TO BE REMOVED. PLAN A20B. DETAIL 27B. ) ( j b EXISTING STRIPING a MARKINGS TO REMAIN. 12. THIS PLAN ACCURATE FOR SIGNING AND STRIPING WORK ONLY. O REMOVE EXISTING SIGN(S). PROPOSED STRIPING a MARKINGS. OW RELOCATE EXISTING SIQN(S) AS SHOWN. EXIST MEDIA f = EXISTING SIGN ON EXISTING STREET 1I011. O INSTALL NEW SIGNS) AND POST(S) AS SHOWN. ( - PROPOSED SIGN ON POST. 1D INSTALL 6' WHITE LANE LINE EXTENSION THROUGH E I U ) 0 = EXISTING SIGNALIZED INTERSECTION. INTERSECTION PER CALT11— STD. PLAN A20D, DETAIL 40. rL 02)(,, v = EXISTING FIRE HYDRANT. O INSTALL 12' WHITE LIMIT LINE. I it �(gIIMt' (r2� ' XX' - PROPDSED LANE WIDTH. O INSTALL 6' YELLOW LEFT EDGELINE PER CALTRANS STD. "J +� �' O (XX') - EXISTING LANE WD1H. PLAN A20B, DETAIL 24. ) SEAL - ENONEER O INSTALL 6' WHITE LEAD LINE AT 50' LENGTH. N0. REMS— REVISED BY APPROVED DATE SIGNING AND STRIPING PLAN 3 C O INSTALL 6" DOUBLE YELLOW LINE PER CALTRANS STD. EXIST GUTTER (AADVANTEC ca,.9mungggmre2W CITY OF SANTA CLARTA PLAN 120 . DETAIL 22. 8 GUTTER "'� O REMOVE EXISTING SIGN(S). INSTALL NEW SIGN(S) ON oNEBH RAND M cBEAN PARKWAY EXISTING POST AS SHOWN. BOD90 .1. C.NCY dirt, Tel: (909) NI-6232 RELOCATE EXISTING SIGN(&) TO NEW STREET LIGHT POST. Z 360 oe (1 8 10 122 7 300 W/O OF ORCHARD VILLAGE ROAD 1] INSTALL -STOP- PAVEMENT MARKING PER CALTRANS STD 6°DAD Di'nem0 Bor.0 91]65 �. ron Xc-umXwn TO 5JOO' f/O OF ORCHARD VILLAGE ROAD PLAN A24D. 12/21/2019 KEnn RAND R..E. fiDwO WlE CIP XXXXX Proj. Sht 9 of 22 SHT 1 OF 1 L WORK, UNLESS OTHERWISE SPECIFIED, SHALL CONFORM TO THE LATE' EDITION AND SUPPLEMENTS OF THE STANDARD SPECIFICATIONS FOR FUEL WORKS CONSTRUCTION PER APWA STANDARD PLANS. ALL TRAFFIC SIGNAL TO CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS (LATEST EDITION). AS SHOWN HEREON AND IN THE SPECIAL P—ISIWS. VEHICLE HEAD MOUNTING, SIGNAL CONTROLLER AND CABINET SHALL CONFORM TO LOS ANGELES COUNTY STANDARD PLANS AND SPECIFICATIONS, LATEST EDITION. 3 ALL MATERIALS AND EQUIPMENT SHOWN ON THE PLANS SHALL BE NEW UNLESS SHOWN OTHERWISE AND SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. ALL SGNAL EQUIPMENT SHALL BE WIRED IN ACCORDANCE WITH THE SIGNAL PHASE DIAGRAM. 5. ROUND LOOPS SHALL BE 6- DIAMETER (TYPE "E"). EACH LOOP ASSIGNMENT SHALL HAVE A SEPARATE LEAD-IN CABLE TO CONTROLLER. 6. LOOPS SHALL BE CENTERED IN LANES UNLESS OTHERWISE SPECIFIED. FRONT LOOPS SHALL EXTEND 3' INTO CROSSWALK OR LIMIT LINE. ` ]. PEDESTRIAN HEADS SHALL BE L.E.D. PED COUNTDOWN TYPE AND SHALL CONFORM TO THE EDITION OF THE OF TRANSPORTATION LATEST INSTITUTE ENGINEERS (ITE) SPECIFICATION. 8. CONDUIT SHALL BE HOPE SCHEDULE 80. CONDUIT CROSSING ROADWAYS AND UNDER CONCRETE SIDEWALKS AND DRIVEWAYS SHALL BE BORED, NLESS OTHERWISE APPROVED BY THE Cl- CONDUIT SHALL BE INSTALLED BY THE TRENCHING METHOD ONLY WHERE NOTED ON THE PLANS CONDUIT _ SIGNAL PHASE DIAGRAM I OLA 2 3 DUMMY DLA I 4 5 6 ] OIA 8 OLA EX PM1i+PA3+PM1] OLB +n3+n6 [PROPOSED I MI BEAN X I-C1G)S , 1-3 CURB R^ EOV PROPOSE /R/W CURD\ UNDER STREET SHALL BE LAID NOT LESS THAN 36• BELOW FINISH GRADE. CONDUIT INSTALLED BY TRENCHING IN PAVEMENT METHOD SHALL HAVE p— MIN M6" M OF 1COVER AND BACK FILLED WITH 2 SACK CEMENT SLURRY AND2" A.C. CAP, 9. AL CONDUITS SHALL BE 4" MINIMUM. INTERCONNECT/COMMUNICATIONS CONDUIT SHALL HAVE A SEEP OF 45 DEGREES OR LESS INTO ALL PULLENES l0. PULL BOXES SHALL BE PER CITY STANDARD SPECIFICATION. 11. ALL WIRING SHALL BE MARKED (TAGGED) FOR PHASE, INTERCONNECT, VEHICLE DETECTION (DLC) IDENTIFICATION. 12 LATABLSHED IN THEHEREIN FIELD A DIFIED APPROXIMATE. VEERRBYT ECITY ARE RS CATIONS SHALLBE ES (aZL ENGINEER. 11 THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (USA) AT LMRIi LI- - BDO 642-2444, SIB HOURS PRIOR TO EXCAVATION. NO EXCAVATION SHALL BEGIN PRIOR TO THE MARKING OF UTILITY LOCATIONS (Aa) � t UTILITIES SHOWN ON THIS PLAN ARE CORRECT AND ACCURATE TO THE . 4 EXTENT OF AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF THE UNDERGROUND q6 UTILITIES PRIOR TO DOING WORK THAT MAY DAMAGE OR INTERFERE WITH THEIR SERVICE. 3 LGOpS IS, THIS PLAN ACCURATE FOR TRAFFIC SIGNAL WORK ONLY. g 16. VEHICLE HEADS SHALL BE 12- WITH VISOR AND SLOTTED BACKPLATES _ _ (LOUVERED). ALL VEHICLE HEADS SHALL BE L.E.D. TYPE. SHALL CONFORM TO THE EDITION OF THE OF TRANSPORTATION ENGINEER LATEST INSTITUTE (ITE) SPECIFICATION. 17. ALL TRAFFIC MATERIALS AND EWIPMENT SHALL BE INSTALLED AND PLACED PRIOR TO SIGNAL TURN ON. THE PROJECT IS COMPLETE WHEN ALL MATERIALS AND EWIPMENTS HAVE BEEN INSTALLED. 1B SIGNAL TURN-W OR TRAFFIC SIGNAL SHUTDOWN SHALL BE ON THURSDAY DIAGRAM. THE DEVELOPERI SHALL BTALEAR THE COST FANT OR LAADDITIONAL LA COUNTY SUPPORT DURING TURN-ON/SHUTDOWN. NO TURN -ON WILL BE LLOWED IF TECHNICIAN IS NOT PRESENT. 12` R 19. FOR SIGNAL MODIFICATION PROJECTS, THE COMMUNICATION FROM CONTROLLER TO THE CITY' S TRAFFIC OPERATIONS CENTER, SHALL ALWAYS 12• G 12" EI BE ON-LINE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FURNISH g THE TEMPORARY CONDUITS AND MATERIALS, TO REROUTETHE 12" 5 YA 12• G COMMUNICATION LINE IN THE EVENT THE EXISTING LINE NEEDS TO BE RELOCATED DURING CONSTRUCTION. VEHICLE DETECTORS THAT ARE 12• 5 GA 12• GA REMOVED FROM THE OPERATION OF THE SIGNAL SHALL BE REPLACED WITHIN THREE CONSECUTIVE DAYS. UNLESS OTHERWISE APPROVED BY THE CITY. IF REPLACEMENT IS NOT POSSIBLE, WIRELESS VIDEO DETECT ON ^ SHALL BE USED UNTIL LOOP DETECTORS HAVE BEEN REINSTALLED. THE DETAIL ^ADETAIL ^B^ CONTRACTOR SHALL HAVE A CERTIFIED TRAFFIC SIGNAL TECHNICIAN (NO SCALE) (NO SCALE) HARDWIRE THE TRAFFIC SIGNAL CONTROLLERS' CONFLICT NONITOt TO MONITOR FOR AN ENTRAPMENT SITUATION. SEE CITY TRAFFIC ENGINEER REMOVE EXISTIN FOR WIRING DIAGRAM. SIDEWALK B REPLACE 20. THE CONTRACTOR SHALL FURNISH AND INSTALL SPECIAL "NEW TRAFFIC WITH NEW. ADJUST PATTERN" SIGNS WITH ORANGE FLAGS ON THE DAY OF TURN-W AS PULL BOXES TO FINISH DIRECTED BY THE ENGINEER. CONTRACTOR SHALL REMOVE SIGNS JO DAYS GRADE. AFTER INSTALLATION. CONTRACT CITY OF SANTA CLARITA FOR SIGN DETAIL. 21. THE CONTRACTOR IS RESPONSIBLE FOR ELECTRICAL, SERVICE AND STREET LIGHT REMOVAL WITH SOUTHERN CALIFORNIA EDITON AND HILL MEET WITH SCE PRIOR TO CONSTRUCTION. IT WILL BE AT THE CONTRACTOR'S EXPENSE, FOR ANY SCE CHARGES ,. 22. ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE PERMIT CENTER, 21920 VALENCIA BOULEVARD, SUITE IN. SANTA CLARITA, CALIFORNIA, TELEPHONE (661) 255-9942, AT LEAST ]2 HOURS PRIOR TO STARTING WORK UNDER THIS CONTRACT. 23. WORK IN PUBLIC STREETS, ONCE BEGUN, SHALL BE PROSECUTED TO COMPLETION WITHOUT DELAY SO AS TO PROVIDE MINIMUM INCONVENIENCE EX, 1"C, INSTALL#14 TO ADJACENT PROPERTY OWNERS AND TO THE TRAVELING PUBLIC. THE TRACE WIRE, 12 PROJECT IS COMPLETE WHEN ALL MATERIALS AND EQUIPMENT ARE STRAND SMFD SIC INSTALLED. 24. SHERIFF TRAFFIC CONTROL SUPPORT MAY BE REOUIRED DURING CONSTRUCTION. IT WILL BE AT THE DEVELOPER/CONTRACTORS EXPENSE FOR ANY SHERIFF SUPPORT DURING CONSTRUCTION. SHERIFFS DEPT NEEDS 2 WEEKS ADVANCE NOTICE FOR TRAFFIC CONTROL. REMOVE EXISTIN 25. ALL NEW CABLES SHALL BE CONTINUOUS FROM POLE TO CABINET AND SIDEWALK k REPLACE TERMINATED AT THE TERMINAL BLOCKS WI Try NEW. ADJUST 25. EXISTING CONDUIT NOT SHALL FOR REUSE SHALL BE ABANDON. EXISTING PULL BOXES TO FINISH CONDUCTOR WIRE/CABLE SHALL BE REMOVED. GRADE. WORK TO BE DONE: 12 STRAND- 0 SSIICM 1 INSTALL NEW SIGNAL POLE AND MAST ARM ON SE REPLACE EXISTIN CORNER (FOR EB TRAFFIC). COM LID WITH ME 2. RELOCATE/INSTALL NEW CONTROLLER CABINET AND C46 COW LID SERVICE CABINET TO FUTURE LOCATION. 3 REMOVE ALL EXISTING CABLES AND WIRES AND REMOVE r XIIS INSTALL NEW. .. —!J 6 _CURB REVIEWED BY �£! �(�+v��'° aaza AMa,� APPROVED FOR CONSiR11 Nl -_..z , � ta,,,w...,, lam mo '��� )SE URB R/W 10 10' jj' EXISTING EX. R1D-15 MOD a rvEucwEEa CURB BLANK OUT SIGN CONSTRUCTION NOTES- LL) SIGNAL SHUT DOWN SHALL BE FROM 8 PM ❑1 FURNISH AND INSTALL NEW FOUNDATION COMPLETE. REMOVE u `a' EX. CCN TO 5 AM UNLESS APPROVED BY THE CITY. AND RELOCATE EXISTING MODEL 17D CONTROLLER IN MODEL 112 CABINET FROM SOUTH EAST CORNER. MODIFY AND Z Z CAMERA SCALE I" = 20' CONNECT ALL WIRING TO CONTROLLER CABINET FOR IIIE TENDED OPERATON AS SHOWN IN THE PROPOSED PHASE Q - DETAIL "B" E%. 3"C, 1-12 CSC, 1-3CSC, 2B1 D(290V ❑2 DIAGRAM. FURNISH AND INSTALL NEW MYERS SERVICE/BBS CABINET MODEL - LTG), 1-VIDEO DATA, 1-VIDEO POWER. R/YI ITS), VIDEO DATA AND POWER, CAT5 MEUG35-UPS-Ml00TS INCLUDING 12D/290 V SERVICE METER, 1DD-AMP MAIN BREAKER, 5D-AMP SIGNAL BREAKER, TWO z CABLE 1D-AMP SAFETY LIGHTING BREAKERS MYERS MP 20DD Ld EX. 2"C, REMOVE EX. DL /\n/ P ARI< / AY INVERT UR IDMH MMANAGER TCON INSTALL 1 DLC BpTERIESS AINDHBATODEL TERY ROLLER�SIGNAL SHALL BE 120 V METERED AND SAFETY LIGHTING SHALL BE 12D V CSC, --'----' E%. R9-3. 3 DETAIL "C" �O 9 }LOOPS UNMETERED. CONTRACTOR SHALL COORDINATE WITH SCE FOR CONSTRUCTION AND SNITCH OVER ARRANGEMENTS. CONSTRUCT NEW FOUNDATION COMPLETE. s]P O lri } nio / EXISTING O6F CURB r �3 REMOVE EXISTING PULLBOX AND INSTALL NEW C98 PULLBOX PER CITY STANDARDS --GRIIDSMART) {'I6 E%. 3"C. INSTALL / NEW 12 STRAND SMFO SIC, #19 TRACE WIRE [ '3-B(CA)" • .5 5 00 •� N �.2� " PAIR Y11C9TND ,12 )1E.,X SMFOJ- 'EX. 2"C, 12 PAIR X19. 96 STRAND SMFO SIC T . 1"C, 1 DL EX. 2"C 2"C, 3 DLC 0 'C. 12 PAIR X19. 96 EX. 2"C SMFO SIC TO ALEGRD DR. TRAFFIC SIGNAL 0 4ASWENT (NEED ' CONCRETE Q LL) EXISTIN AREA AROUND EACH CABINET) Z GUT. 0 Q �TO SERVICE 0 - 1 PDINT TBD > EXISTING `EX. 2"C, REMOVE CURB EX. DLC INSTALL 1 DLC E%. 3"CLARI' L C48 PULLBOM )ETAIL I SCALEzl 1 R/W O RELOCATE EXISTING SIGN(S), AND SN.S �5 FURNISH AND INSTALL NEW SIGN(S) ON MAST ARM. REMOVE EXISTING PULLBOX. INTERCEPT EXISTING CONDUIT AND FURNISH AND INSTALL NEW X6 PULL BOX PER CITY STANDARDS — S SHOWN. SHORTEN EXISTING CONDUIT WITHIN PULLBOX. EXISTING POLE, MAST ARM, S.N.S. MAST ARM, AND ALL ELECTRICAL EQUIPMENT. (.2U) �B FURNISH AND INSTALL NEW 29-5-1DO POLE AND 5D' MAST ARM ON NEW FOUNDATION. FURNISH AND INSTALL VEHICLE HEADS, -UUMINAIRE, PEDESTRIAN HEAD, 1— MAST ARM AND PUSH BUTTON. PER POLE SCHEDULE. FURNISH AND INSTALL NECESSARY CABLE/CONDUCTOR, CONFIGURE EQUIPMENT AND ITS COMPONENTS FOR THE INTENDED OPERATION ON THIS SIGNAL, PER CONDUCTOR SCHEDULE. �9 INSTALL TYPE "E" G' DIAMETER DETECTOR LOOP PER (111U) b CALTRANS STD. PLAN ES-513. O SPLICE NEW LOOP WIRES WITH EXISTING DLC. N t�i REMDVE AND RELOCATE EXISTING VIDEO DETECTION CAMERA PROPOSED ASSEMBLY COMPLETE ONTO NEW LUMINAIRE MAST ARM, RAISED MEDIAN 12 ADJUST VIDED DETECTION ZONE TO DISTANCE SHOWN. FURNISH AND INSTALL CURB ACCESS RAMP WITH DETECTABLE WARNING SURFACE PER CALTRANS REVISED STANDARD PLAN _ __- ABBA CASE B. 5 _ - _ 1�9 REMOVE AND RELOCATE EXISTING TMC CAMERA (GRIDSMART) tl i ASSEMBLY COMPLETE ONTO NEW LUMINAIRE MAST ARM. INSTALL NEW CABLES/MRES FROM UNIT TO CONTROLLER CABINET. _- W `R/ 1�5 GROUT EXISTING PULLBOX. EXISTING © RELOCATE EXISTING SIGNAL HEAD. 12 PAIR W19. 96 CURB k GUTTER 1] FURNISH AND INSTALL NEW 6 PULL BOX PER CITY STANDARDS O� R/W STRAND SMFO SIC ❑ A �EX. SCE VAULT TO AVE NAVARRE 18 REMOVE EXISTNG DLC. AND INSTALL 3-PAIR LEAD -IN -CABLE. DETAIL "D" A A ] DISCONNECT EXISTING 12 PAIR p19 AND 96 STRAND SMFD SC FROM EXISTING CONTROLLER CABINET, WITHDRAW CABLES AND RE -PULL THROUGH NEW COMMUNICATION CONDUIT. RECONNECT CABLES TN 13 4 R9-3EP "� v BE INTERRUP ED CO TRDLUER IFOR MOTHAN ONE (t1) WORKONIGHT. SHALL NOT r WI SIGN LEGEND:T ,DBCR�ML "A I. .e u,w TNG 'B W GUTTER P CA110N R9-] R9-JKP L R10-15 N00 R]}}(G) R73-6(CA) CONDUCTOR SCHEDULE EX. 12 PAIR III.. 98 STRAND SMFO SIC 6 4 AE DETAIP yL PHASES 0 0 © 0 TO MILL VALLEY RD 0 12 WIRE 1 ME .6, P. - - 1 1 PPB can ory CONDUCTOR (� PB .1 e6PPB POLE SCHEDULE o®wee®�®�esae® o®�aa®�®tea®ae® o�®aaaaseo®ae® ALL EWIPMENT ARE EXISTING UNLESS OTHERWISE NOTED. (N) = NEW, (R) = RELOCATE. • - L.E.D. EOUNALENT OF H.P.S. WATTAGE. Cog = INSTALL SM.S ON NEW S.N.S. MAST ARM. SEAL - ENGINEER N0. REVISIONS _ _' -- �ADVANT6C CMWsu1tingdhgiJJ kr \ S i 6DD90 E zt oo q D11- W (Go.) ---I L ^o^ 4 X neo E G 91165 M.oE mt O w.9w �E,-,0 NL OB/24/2020 KEOH RAND' R. TEE. —D MTE NI lU REMOVE EXISTING CONDUCTO11"RSNANDSL.INSTALLNINEW CONDUCTORS PER CONDUCTOR SCHEDULE. I TRAFFIC SIGNAL PLAN CITY OF SANTA CLARITA McBEAN PARKWAY @ ORCHARD VILLAGE ROAD XXXXX INT. ID #183 PlOj. Sh[ 11) Of 22 1 SHT 1 OF 1 GENERAL NOTES: 1, THE PLANS DEFINE LANDSCAPE IMPROVEMENTS WITHIN THE EXISTING MEDIANS, AND MAINTENANCE STRIP PAVING MODIFCAiIONS. 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 DAMAGEDAS AS RESULT OF THIS OPERATION, CONTACT UNDERGROUND SERVICE ALERT AT 1­2Z GO 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,.15 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. Z. EN CROACHMENT PERMITS III CaITrans, LACDPWI ARE REQUIRED TO WORK WITHIN THE PUBLIC RIGHT OF WAY, 8. COPIES OF THE ENCROACHMENT PERMITS AND APPROVED PLANS MUST BE IN POSESSION OF RESPONSIBLE PERSON, AND AVAILABLE ON SITE, AT ALL TIMES DURING CONSTRUCTION. 9, PURSUANT TO 2013 CALIFORNIA GREEN BUILDING STANDARD CODE 10D PERCENT OF TREES STUMPSROCKS AND ASSOCIATED VEGETATION AND SOILS RESULTING PRIMARY FROM LAND CLEARING SHALL BE REUSED OR RECYCLED. FOR PHASED PROJECT, SUCH MATERIAL MAY BE STOCKPILED ON SITE UNTILTHESTORAOF SITE IS DEVELOPED, IF CONTAMINATION BY DISEASE OR PEST INFESTATIONS SUSPECTED, CONTACT THE COUNIY AGRICULTURAL COMMISSIONER AND FOLLOW ITS DIRECTION FOR RECYCLING OR DISPOSAL OF THE MATERIAL PAVER LAYOUT AND CONSTRUCTION NOTES: 1. Li CONSTRUCTION 2, SOILUNDER MAINTENANCE STRIP SHALL BE MACHINE COMPACTED TO 15N AND CERTIFIED BY SOILS ENGINEER SOIL IN THE PLANTINGAREAS SHALL BE COMPACTED TO BON, 3. CONTRACTOR SHALL PROVIDE A BB SQ. PAVING SAMPLE TO BE APPROVED BY CITY REPRESENTATIVE/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION, 4. ALL CUTGTRENCHING IN ASPHALT OR CONCRETE SHALL BE REPAIRED ACCORDING TO SPPWC STANDARD PLANS, LATEST EDITION, FOR CONCRETE USE SPPWC 132-3AND 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 PITSSHALLBEOVEREXCAVATED TO ADEPTH OF 19 IN ALL MEDIANSAS NOTEDAND PER DETAIL'D'S'G'/LC AL 6, FOLLOWING CLEARING AND GRUBBING, THE ROOT ZONE FOR EA CH EXISTING TREE SHALL BE REVIEWED BY THE CITY URBAN FORESTER TO ESTABLISH CONSTRUCTION LIMITS OF ADJACENT PAVED MAINTENANCE STRIP. Z. RUNOFF EQUIPMENT AND VEHICLES WASHING SHALL BE CONTAINED AT CONSTRUCTION SITES UNLESS TREATED TO REMOVE SEDIMENTS AND POLLUTANTS. 8. REMOVE ALL DEBRIS FROM WASHING CONCRETETRUCKS 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, PLANTING NOTES: 1, ABRECEMEAND BONSFLNOTE MLH ARE BID nRIPLLC,F SONLY AND SHALL BEMODIFIED ACCORDING TOTHE SOILS LAB RECOMMENDATIONSFROM WY NEW SLABORATORIES BRFOR IMPORTSOILSFO RPLANING 2 PRI R TO THE BE ANALYZED BY A DELIVERY OFFILL,ANY NEW SOA SUITABILITY AND TO SHALL BGPLAMI ALL AREAS SEEDS ROPRIATE OR HARMGRADE UBSTAN ES. ANALYZED BY A SOILS ANALYSIS LAB FOR SUITABILITY AND SHALL BE FREE OF ALL WEED SEEDS OR HARMFULBE INSTALLED 3. CENTURY PRODUCTS CR�E3620DUAL BARRPD I N MOISTURE/ROOT TERSSH SHALERS L BE R APPROVED EQUAL TH AN D CONTINUOUS MEDIAN PLANERS. MTENAN OF STRIP BARRIER IN MEDIAN PLANTERS SHALLBEAM INI MUM36" DEPTHANDCONTINUOUS ALONG EDGEER SHALL BE GRADED 1"FROM EDGE RUNOFF PAVEMENT(NOT INCIROFF AROUNDR AND POLLUTION 4. IN ALL PLANERS WHERE GRADED TO RETAIN THE CURBS BS D INCHAVE A ASE CHANGE IN INFILTRATIONTIONTHAEXCEEDS 17, INFILTRATION. IN ALL MEDIANS WHERE THE CROSS SECTIONS OF THE CURBS HAVE A CHANGE IN ELEVATION THAT EXCEEDS 1 N, FINISH GRADE THE MEDIAN SHALL FLOW FROM ONE PAVING EDGE TO THE OTFIER, WHERE THE CROSS SECTION CURB GRADIENT ISLES THAN 1% THE SHALL HAVE14 FEE TO THECENTER. 5 TREE LED WAY ONLY FEET CLEARANCE FROM STREET GRADE TO LOWEST LIMB AT TIME OFPLANTING (FOR LIMBS OVER TRAVELED WAY ONLYI. 6, ALLAL TION OF ITS TORRIGATION, BEMIRED ILTOBEFREE FCONSRUCTIHEN N NEBIS ANTING DLARGEAGGEGATE. ALL 6INCHES NTINGPRIOR TO SHAFATION THE FOLLOWING SGA AMENDOFCONSTRUINTIO THE AND LARGE AGGREGATE. ALLPLANTINGAREAS SHALLRECE GTHE IFIC WINS-01IAMENDMENTSTILLED MENDINTONENATIVE SOIL (SEEPLANTINGSPECIFICATISIU S.SOILS LAB RECOMMENDATIONSI: 6 LBS./l"D SF POTASSIUM SULFATE IE (0 4 LBS./l 1. SF TRIPLE SUPERPHOSPHATE (0-95-0) 30LBS./100 F AGRI CULTURAL GYPSUM 2OF ENE SF MANGANESE RGANIATE 2CY GENE RALPURPOSEORGANIC SnISAWED ENDMENT (WELL COMPRnVID FRONT ID PURPOSE SOIL BUILDERS OREQUAL Z. BACKFI ILL PER CV OFCLEAN SOIL FOR CONTAINERPINTS (BACKFILL MIX PROVIDED FOR BID PURPOSES ONLY. SEEPLANTING SPECIHCATIONSI: 1 /4 LB. POTASSIUM SULFATE ATE 1/4LB. TRIPIC THURPHOSPSUM �0-45-0I 1 5 GRAGRICULTURAL GYPSUM 0. PER (3)RM,BET OR 5GAL;(9) APPROVED PER36 BOX.TS PLACED2 DEEP AND20UTSIDE ROOTBALL (1) PER 1 GAL; (31 PER 5 GAL: O PER 15 GAL: TREE PER P BOX; ( MATERIAL PER FOR BOX. 9, COMAACED NOTR TO ICE PHOTO(S) ETTERHOF ALL SBEEN SERVED, MITY TO TAG CITY AND LANDSCAPEORLARGER WEEKS ACTO NOTICE O PROCEED PLANT MA HAS BEEN SERVED. CITY TO TAREALL 24NUBS" BOX TREES OR URGER FROM CONTRACTOR'S VENDORS, ALLPLAN MATERIAL AND I BE SELECTED AT THENURSERYBY TEER L REPRESENTATIVE CONTRACTOR IS RESPONSIBLE FOR SHORING AND MTAK EARS IN TA PLANTS AND TREES AFTER TAGGING. 11 REMOVE NURSERY STAKESFROM OFSWHENNEWSTAKES ARE INSTALLED, 11. PLANEDAREAS SHALL RECEIVE CI YRE ORGANIC FOREST FLOOR MULCH, FROM FOOTHILL SOILS (661)254-086/ OR APPROVED EQUAL OMPLE IONPROVIDE OF E TO CITY PENTATIV ONR ACTOR SHALL 12. UPON COMPLETION OF ESTABLISHMENT PERIOD, CONTRACTOR SHALL SUBMIT TURN -OVER SHEEP ATTACHED TO SPECIFICATIONS TO THE CITY REPRESENTATIVE 13, EXISTING TREES TO BE PROTECTED IN PUCE PER SPECIFICATIONS OF CI1V ARBORISH AND MAINTAINED DURING CONSTRUCTION. URBAN FORESTRY REQUIREMENTS: 1. APWA -STANDARD PUNS 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'S SUPERINTENDENT, CITY STAFF AND LANDSCAPEARCHITECT TO VERIFY COMPLIANCEAT THE COMPLETION OF LANDSCAPE MAINTENANCEAND PRIOR TO SIGN-0FF 4, TREES SHALL BEACCURATELY INVENTORIED ON A SPREAD SHEET BYTHE CONTRACTOR SO CITYSTAFF CAN INPUT INFORMATION ONTO A DATABASE Ell WATER - THIS SYSTEM SHALL MEET THE FOLLO W ING REQUIREMENTS FOR FUTURE USE OF RECYCLED WATER. THE CONSTRUCTED SYSTEM SHALLALSO MEET ALLSTATE 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 FOLLO WING OR SIMILAR WORDS: "CAUTION: RECYCLED WATER -DO NOT DRINK". 2, WARNING TAPE OR PIPE ENCASEMENT INSTALLED SHALL BEAT 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 L CHRISTY ENTERPRISES 38M 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 315D OR EQUIVALENT TO ALL SUCH CONTROL VALVES, GATE VALVES, QUICK COUPLER VALVES, CONTROLLERS, METERS, ETC, TAGS SHALL BE WEATHERPROOF PLASTIC, 3FNCH BY 41NCH, PURPLE IN COLOR WITH THE WORDS "WARNING: RECYCLED WATER -DO NOT DRINK" IMPRINTED ON ONE SIDE AND' AVISO: AQUA IMPURAFNO TOMAR" ON THE OTHER SIDE OR SIMILAR AS APPROVED BY THE DISTRICT ENGINEER. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR, PAVING SCHEDULE IDN SYMBOL ITEM DESCRIPTION DETAIL 1 LTE UNIT CONCRETE UNIT PAVERS. ANGELUS' CASTLE COBBLE I'. COLOR: SAND/STONE/MOCHA BLEJD.PAiTERN: RANDOM RUNNING BOND. INCLUDEMETAL EDGERESHRAINT ALONG IMERIOR EDGE2�NATURAGRAYNANRAL A/LC 201 TE GRAY CONCRETE FINISH: MEDIUM BROOM. PLANT SCHEDULE - MASTER SYMBOL QTY I LATIN NAME COMMON NAME IWUCOLSI SIZE T(RREEE�S, /EE�) / 12 IreuYen P aYa mere Flnmeiree M b SHRUBS BIL, AFy111, 1 9a ?� ,n ­ Baenn inn F om 59`1 1. TREES THAT ARE REMOVED SHALL INCLUDE THE REMOVAL OF ROOTS, 2. NO ROTOTILUNG 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 ARBORISL 3, NO COMPACTION OF SOIL UNDER EXISTING TREES IS ALLOWED. THIS INCLUDES THE STOCKPILING OF SOIL AND OTHER MATERIALS. 4, EXISTING TREES SHALL HAVE THEIR DEAD WOOD REMOVED AND/OR PRUNED FOR NECESSARY CLEARANCE In— IF AUTHORIZED BY THE CITY ARBORIST I-)). NO MORE THAN 57. OF THE TOTAL FOLIAGE MAY BE REMOVED. 5. DO NOT RAISE GRADE AROUND EXISTING TREES TO REMAIN. 6. CON TRACTOR SHALL PRESERVES PROTECT IN PLACE EXISTING TREES THAT ARE TO REMAIN, DAMAGE TO PROTECTED SITE FEATURES SHALL BE REPLACED IN KIND Ai CONTRACTOR'S EXPENSE Z. PRIOR TO COMMENCEMENT OF CLEARING,GRUBBING,TRENCHING, GRADING OR ANY SITE DISTURBANCES TREE PROTECTION FENCING MUST BE INSTALLED AROUND THE EXISTING TREES TO REMAIN, 6Hi. CONSTRUCTION FENCING WITH FIXED POSTS MUST BE INSTALLED AROUND THE TREE PROTECTION ZONE TPG. THE FENCING SHALL REMAIN IN PLACE THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD. 8. N O CONSTRUCT ON EQUI PMENT, SOI L OR OTH FIR CONSTRUCTIO N MATERIALS SHALL BE PLACED WITH IN TH E TPZ. NO OIL GASO LINE, CH EMI CALS, PAINTS, SOLVENTS OR OTH FIR HAZARDOUS MATERIALS MAY BE DEPOSITED WITHIN TH ETPZ OR IN DRAINAGE CHANNELS, SWALES OR AREAS THAT MAY FLO W TO THE TPZ. 9, ALL WORK DONE WITH IN TH E TPZ INCLUDI NG BRUSH CLEARANCE,DIGOT NO, AN D TREN CHI NG SHALL BE DON E 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(, NOTE: CONTRACTOR SHALL MEET WITH SPECIAL DISTRICTS REPRESENTATIVE PRIOR TO CONSTRUCTION IN ORDER TO EVALUATE EXISTING LANDSCAPE CONDITIONS WITH THESE PLANS. �w,�;el� IreR4�m TREES TI v _ 4T Q-o-STOPPING SIGHT - - - I DENSE TREES - - -- - - - - - _ _ _ _ _ n 84 _m LEAsf TREES ENEE DISTANCET-NGLE R E o,, L-- _ _ iR I 1 �- o)--+�2@6-0r�Lrl Z _ -R °- �� �iE1-1-r 1247-IT) --(l)-r=44.69-R%- - -- =lE T29p — O I o - (E) ASPit . — — _��—— -�fR_--CBE_AN_PAC_RA_V—_ -- - _ - c24e.42 (E1 _ 1L(E) (E -E) -A) M 241ri� t o — 08 EGq ESA T4 '::. ... - _ Es 'III � III �Do — __ 125D D5 — 1 e — KPH ASH — _ ALIGN FULL COURSE OF --- PJ24 AVERS 45 -- D8,_ --- a - -_ _ - MEDIAN 1 PAVERSPERPENDICULAR ___ _ _ ___ ___ '1 �41.8p _-- I TO NORTH CURB LINE I J245.59 2 5 D 1243 40 ALIGN FULLCOURSEOF EEEEXIXIS GNG THE REMAIN. 14 ' _ __ PAVERS PERPENDIcuLAR o � - �nN� - SEEEXISTING TREE _ _ _ - -- TO NORTH CURB LINE scHEDULE Lc-o.m,TVP. nsPH J_ o—-----(a)---- — ----- — 4T1 ------ )---- L- (c)---24445_----(c)----- � --- corvc . 114 _ z ID PS ---""'----'"----"" DENS re_ �""� � 4�wpc co PLAN VIEW 'AD 2D 'AFT O Scale: l"=za'a' 6. I_ Imo} I= I I I I - -(5)- / REED %STOPPINGSIGHT DISTANCE TRIANC IF I--- s ore _ -ALIGN FULLCOURSE OF --- PAVERS PERPENDICULAR ' A,"MCBEAN PARKWAY MEDIAN — TO SOUTH CURB LINE I 6 TT �" (E)WAVHNDING STGNAGETO BE ONr �A�w�p� ir2 reµ rE23gQ SALVAGEDANDRELOCATED — PLAN VIEW 'B' 0 2D 4aET O sCele: r=za-0„ 6. TRAFFIC SCHEDULE SYMBOL I DESCRIPTION L�. SIVITTISHANCETIAN1. PAVING SCHEDULE (THIS SHEET) IDA SYMBOL DESCRIPTION E1 EM CONCRETE UNIT PAVERS PLANT SCHEDULE -THIS SHEET SYMBOL I LATIN NAME SIZE (TTRREEEESSS��/� J xoalratan p ara e SHRUBS O+ mero sx'BlN' l9nl �� n wren s gnI .E233> ""' J Z OENSE TREES I -lln-_ - - s — �AUGNFULLCOURSEOE- PAVERSPERPENDICULAR TO NORTH CURB LINE _ - _ `�2 2 rnNG , OT CITY OF SANTA CLARITA Land nc MCBEAN PARKWAY Pacific Coast Desegn, I. LC-1 .Ol HARDSCAPE LAYOUT &PLANTING PLAN ) 200' S'LY OF ORCHARD VILLAGE N TO S00' NTY OF ORCHARD VILLAGE OP XXXXX STR 18-XXXXX SETT 2 OF 21 SETTS s.s 9 O 6> < s OB 0R 2 B PROPOSED SIDEWALK PER CIVIL PLANS 1 Q �d o m LLL _ s Lo -ls)- m� _ --( o-- ___ --(c) N (sf�'+ -p -(S)- _ o w� m o� m- Zj= =(TT= lw,i,)c lw�(T)TT sg - - M� I I 41 o '�a -(n)- CeNC ; ` s STO PPINGSIGHT �s DISTANCETRIANGLE s u \\\\ II PHH I CO 2 a I o- \ 2�s O L N Z� PLAN VIEW 'C o 2a 4a FT(A s�ala: r=za-0„ TRAFFIC SCHEDULE SYMBOLI DESCRIPTION ��. s PAVING SCHEDULE (THIS SHEET) IDA SYMBOL DESCRIPTION ] M CONCRETE UNIT PAVERS PLANTSCHEDULE -THIS SHEET SYMBLA OL TIN NAME SIZE iR//EE��s�� Ko IreuYen q oYo b SHRUBS/ �I STO�SIGHT DISTANCETRIANGLE s - — —o _—° -- ss ----- s _ m �n — 2 ' 2 l ED �I s m-----m-----m I I I o �_ s s oEN� TREES �> 1�1 I o �o IIQ � I Pacific Coast Land Design, Inc. t OT CITY OF SANTA CLARITA McBEAN PARKWAY LC-1 .02 HARDSCAPE LAYOUT & PLANTING PLAN 1200' S'LY OF ORCHARD VILLAGE TO S00' NTY OF ORCHARD VILLAGE CIP XXXXX STR 18-.. SHT 3 OF 23 SHTS TREES 11 � 425 �=1\ DISTANCETRIANGLE sioPPwc SIGHT I s 22 �51 \ s ❑ m -- -- - - BRDSH �s s s (T 13 EXISTING TREETO THE . \ � MCBEAN PARKWAY _ SEE EXISTINGNG iRE� L� - - -- - LSl E U (E) SCHEDULE LC-0OI,TYP. \O o(E1 1ST PHR,) Eoa �Em (s) -" = s�sE TREES- - AUGNEULLCOURSEI PAVERS PERPENDICULAR MEDIANS 1 ITO SOUTH CURB LINE --m--- s �m---- m- ----m- - -- _. � - DENSE TREES jf� R ED as Er- PLANVIEW'D- m M„I"" -BN)- o "-- �� rn---oCwT- o oESE - -rn-- -tw1--- _ a _ 's M)-- \ _ _-©M�' EANPA0.KWRS N NmRA _ - O I LE7- - - Er - _ (E)- - _= -(E)- -- STY ALIGN HILL COURSE OF - o - - - B" - - " (51 - -,— .� MCBEAN PARKWAY PAVERSPERPENDICULAR-- — TO NORTH CURB LINE _ -(' -(S 1 -14 2$B 16 f El -(3) ED O G p DENSE TREES_ _ _m ST PPINGSIGHT DISTANCETRIAN GLE �DIAN3 aN �n--EE��THgE�---- RpEnsETaEFs-m---- -m-----m--- I PAVING SCHEDULE (THIS SHEET) IDA SYMBOL DESCRIPTION CONCRETE UNIT PAVERS �2 F--A NATURALGRAVCONCRETE 0 20 0FT OTRAFFIC SCHEDULE SYMBOL DESCRIPTION PLANT SCHEDULE -THIS SHEET L1-� sI HNCn TOISTANCETZAE SYMBOL SATIN NAME SIZE TREES xOl�u,a" w a,a e SHRUBS maro��,.en,y 1DaI Pacific Coast Land Design, Inc. cove �O It CITY OF SANTA CLARITA MCBEAN PARKWAY LC-1 .03 HARDSCAPE LAYOUT & PLANTING PLAN 1200' S'LY OF ORCHARD VILLAGE TO 500' NTY OF ORCHARD VILLAGE XXXXX STR 18-XXXXX STIFF 4 OF 23 SLITS MEDIAN SOIL REMOVAL SECTION (FOR CROWNED/RAISED MEDIANS WITH EXISTING TREES( MEDIAN SOIL REMOVAL EGEND: (D TOPOFMULCH1 BELOW FINISH SURFACEAT ADJACENT PAVING O FINISH GRADE 3" BELOW FINISH SURFACE OF ADJACENT PAVING O3 CURB AND GUTTER ® MAINTENANCE STRIP PAVING O5 OVER EXCAVATE EXISTING NATIVE SOIL IN THE PLANTING PITS TO 19 MIN, DEPTH PER THE PROJECT SPECIFICATIONS AND THE SOILS REP © DU AL PURPOSE ROOT/MOISTURE BARRIER PER DETAIL THIS SHEET n BACKFILL MIX& PUNTING TABLES PER SHRUE TO BOX 2, OVER EXCAVATE THE SOIL IN THE PUNTING PITS PER SOILS REPORT. 3. SOIL REMOVED SHALL BE DISPOSED OF PER SPECIFICATIONS. MEDIAN PLANTER OVEREXCAVATION & BACKFILL EGEND: (D 3" CLEARING AND GRUBBING O TVPICALSOILREMOVAL SECTION (AFTER CLEAR & GRUB( O3 EXISTING CURB &GUTTER ® MAINTENANCE STRIP PAVING B-T, MINE O 1" MORTAR SETTING BED © 4" CONCRETE SUB -BASE �] TOP OF MULCH 1" BELOW FINISH SURFACE AT ADJACENT PAVING O FINISH GRADE 3" BELOW FINISH SURFACE OF ADJACENT PAVING O NATIVESUBGRADE DUAL PURPOSE ROOT/MOISTURE BARRIER PER COMPACTED TO BOX. 2. MAI NTAIN GRADE AT EXISTING TREES(TVP), 3. SOIL REMOVED SHALL BE DISPOSED OF PER SPECIFICATIONS. O BARK MULCH PER SPECIFICATIONS, TOP OF MULCH 1" BELOW FINISHED SURFACE OF ADJACENT PAVING O2 FINISHED GRADE 3"BELOW FINISHED SURFACE OF ADJACENT PAVING O 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, PYRE O5 36" DEEP 6MM. DUAL PURPOSE ROOT/ MOISTURE BARRIER CONTINUOUS ALONG PAVING EDGE CIN-APPROVED; INSTALL PER MANUFACTURER'S REQUIREMENTS. 9 LEVEL WITH ZE�&8 t VARIES I SECTION AT MEDIAN NOSE ©2500 RS.I., 4" THICK CONCRETE SUB BASE O7 SEPAVERIN+/-1" MORTARSETINGBED AT EDGE OF PLANTINGAREA, TVP. O COMPACTED SUBGRADE SAND SETTING BED, ALIGN TOP OF 4" THICK COMPACTED AGGREGATE SUB BASE, 3 1F.F5' 7 6 WITH 2 C RB G 8 5 fI EII EII EII EII EII II PAVER INSTALLATION SECTIONS WITH ROOT/MOISTURE BARRIER LFUSBERCixcXrlEs�lx. O s� Qz (a1PE prXEE sDYEFL..1 U —ER 03 RAM TABLETS PER SPECIFlGrKNS ®oBm�c[xo�ES sxR"is�iocu�ismn Frvan UR gWr1aCE O5 [Du— H.L. PER mEE. 03 sAcx FILL MIx PER SEECIFlUTCNs © g _TEDAVATIDry Nsi—,E QiBL TREE STEM HEED�PEa O FI0OT GRACE ASSE—ACENT zx DwMErexosEc1oNLL NOTES T® EMDFFTANT EwxQME owry .. nES To srANES FDRLsrosEax,Ecl N® C L TREE PLANTING AND STAKING NOT TO SCUE ary or sANrn cuRlrA-uNoscAaE nwwTENANCE OISIN lcr � V LEGEND: p FINUEHDRADE z� rTK�'E—A—ENT Q O 'A'RET.FNRATU�mvEA—A.-E.—"D�F Q PUNr TASLETEPERSPE IR INS 0 BACK RLLMXPER PEC FCanOxS NATIVE SUBSBADE Oj RE CO RADE(SEE �E OVERxuvATIOx DETAIL ASNEErI SHRUB PLANTING CIry OFs C—ITA- LANDSCAPE MAINTENANOE DIsrnICT oeER. NOT s oxro ary ruxN TO scuE U PAVER PATTERN: Q F 2% p` SUPER ELEVATED ME AN SECTION STANDARD MEDIAN SECTION ,. p TD FOP MDLox, D—I.I.—FADEATAD,ADENT-1. E.EETRDrvFRDMDNERAhxDEDDETo p FINIGxGRaDE, RRo+,FlrvIGxGDRFAGEDEAwaDmrRa�xG x. 03 cuxs aNO S—N EDIA TPE ENTER s mraeusxm, csnDF_sxsrvut xorTssaxsxm. S_wEro 05 xai rE&VSCRADE NANCESrttIP BMEDIAN PLANTER CROSS GRADIENT nor Cm CE SArvTA CTAxITA TArvDSCAPE MAINTENANCE OISmICr TOSCATE BREAK IN MAINTENANCE STRIP LEGEND: O EXISTING ROADWAY O2 EXISTING CURB O3 MAINTENANCE STRIP PAVING ® BARK MULCH IN PLANTING AREA PERSPECIP—TIONS O PROPOSEDSHRUB PLANTING. © EXISTINGTREE OF M NTEANCEVRIP TUAL PAVINGTO IN MAINTENANCE STRIP PAVING TO BE D ED IN FIELD BY CITY URBAN FORESTEREAJE . R. 2. TERMINATE SnILSTRIP VING, MAINTENANCE BARRIER IN. S EITHER & ROOT /MOISTURE BARRIER MIN. 5' EITHER SIDE OFTHE TRUNK OFTHE ADJACENT EXISTING TREE IRRIGATION SCHEDULE SYMBOL I DESCRIPTION I MANUFACTURER MODEL GPM I PSI DETAIL/SHEET BUBBLERS DRIP EMRTERS SERIES NOIIIE MODEL BODVMODEL BIER I RISER Roin Blid(R omPery' ISITAOP sw/SALco sLVa36m5 10 LL20I 4 NTERSTREAM BU BBLER Roan Blid(R snc MPR Sireom BU.IIeI Noel �PA2SNF Atlopierona W sw/SALco SLVa _ _ I5- cE/LL20I #F11 LLSTREAM BU BBLER Roan 11.111. MPR Sireom Bubbler Noel TA w/ 12SNP III WYSw/SALco sLVa36m5 I_ I5- cE/LL20I LESTREAhI BueeLER Roan elid(R snc MPR Sireom BUbbler Noll — WYSw/SALco sLV-1 I_ I5- c,E/LL20I PIT ANHR STRFAMB11— Roan Blid(R snc MPR Sireom Bubbler Noel TAw/PA2SNP SIT w Sw/SALco SLVa36m5 0. I5-IF LL20I VALVES SERIES NOTES 1!1 11 MROL VBTAF 11.1 R er 0-3 -2 A/LL2D1 ® TER ALE uGrersu en11.1 R I25o R -3 - F/ LL20I TE ALE Nibw ie on'e 113 25-IF 10 -I A/LL202 PIPE TYPE NOTES B/ LL201 BC/U201 ---- B/U-201 POINT Of CONNECTION MODEL NOTES ® TER METER -RECLAIMED CKFLO-PRE ENTER Clone Soles LlI-1— -2 Es/Lll -SENSOR ooio ln—H. P C/LL202 0 SSURE R—ITIR 1 111—THLR CONTROLLER MODEL ENCLOSURE © NTROLLER W-1-RAK PRo324CWM STRIP-1 TR-L—RY 06/30/2025�CIM PRO2C-124a3Y: R(Lo0 TION PER III ICI LI A/Lll MISCELLANEOUS OOO1,111.111OR o�n B/LLwz ® IBox NA oeioil A Lll01 IMF nvolre NA DETAIL G/LL201 IRRIGATION NOTES: 1. SUTICWATER PRESSURE(REGULATED)IS 109 PSIATPGG,A'.THEWATERPURVEYORIS VALENCIA WATER COMPANY. FOR PROJECT INFORMATION, CONTACT: JIM MORENO -EXPOSES, 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 MAINLINETHAT IS SLEEVED AND UNDER PAVED SURFACES MAY REMAIN WHITE, 4. TREEAND SHRUB LATERALS TO BE PLACED ABOVE MAINLINE, SEE DETAIL'B', MEETLI201. 5. REPORTSTATIC MAINLINE PRESSURETO LANDSCAPEARCHITECT OF RECORD AND CITY REPRESENTATIVE PRIOR TO STARTING CONSTRUCTION. 6, PVC SHALL BE FAD WITH CONNECTION HORIZONTAL NOT VERTICAL Z. SO EDULE400R ABOVE ONLY ON PVC, NO CUSS SEE IN LMD PROJECTS, 0. PIPESIZES ARE3/4" UNLESS OTHERWISE LABELED, CHANGES IN PIPE SIZING LOCATED AT FARTHEST DOWNSTREAM PIPE ROOM PER SIZE 9. PRESSURE TEST ON ALL MAINLINES 4 HOURS AT 150 PSI, CALL INSPECTOR 2I HOURS PRIOR TO TEST, 10. PROVIDE 6 TO 0 SEPARATE WIRE COLORS FOR EACH IRRIGATION CONTROLLER. 1 L PROVIDE UNIQUETY COLORED TRACE WIRE TAPED TO BOTTOM OF MAINLINE TRACE WIRE TO BE CAPPED IN MASTER VALVE BOX AND Ai 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 HE 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 THESESAREAS. 15. ALL CUTS/TRENCHING IN ASPHALT OR CONCRETE SHALL BE REPAIRED ACCORDING TO SPP WC STANDARD PLANS, LATEST EDITION, FOR CONCRETE USE SPP W C 1323 AND FOR AC USE SPP W C 133-3 OR AS REQUIRED BY CITY ENGINEER, 16, EXISTING AND PROPOSED TREES TO RECEIVE TWO BUBBLERS AS SHOWN PER PLAN. 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. LATERAL GPM 1Z PIPE SIZING SIZE 3/4" POC/CONTROLLER F STATION NUMBER F—FLOW (GPM) 112 12-52 SIZE 1" 11/4" 11/2 A-4 2 36 In Ha ELL 2" L HYDROZONENUMBER ALVESIZE r Z- h�+ - • r � lan4omm NQ-- .,29 zo6 12 .r295,y _ 642 -T51 -(TI- (7f 4� 2 ) - —m --=m=— ---- ——— ° �6tsL�mn obTJoa6—rn'",,_— m---- —n)2v—--RiaENs�rrzsEstT)-- --Ri=— 2 2d o m _ • (' _ A—�)— — oeNse— r24 (�— - - ,rz38.62 _ 3.60 .12428 (� — - - _ - - MCB - - - -fEi_ - - - -(E}- - - -�(€)- -�(E) - -1 ©� : 239.So r _. 3 MCBEAN PARKWAY z ___ m e � _ 05 42PH -- 114, .�299 '--()-- _.__ 93.90 ....® _ ............. ______________________________________��..��.� ���.��.:��_.������..��.��.:.��.-�.��............ ---N_124067 �...�......��.�����...�.�. __�___ __---._---_-._— ---_- -e �_�__'__--�-_________--,�29t ....... .. �__ ,�238.>9 r0 i ____ _-(1---n-- /-_ _ �G _ 124, MEDIANm�i�i M 239.65 AS 205 8o - - - . 296.�y Bz2 -() 24592 --- ASPN _ Ain ono fn DILL MAINLINE AND LATERALS LINE DIR f. ryzy MEDIAN PLANTER 6'FROM EDGEOF n rear >=299.95 ---_ —TG)— — ° `�299-A C °"'• � w�„ — MAINTENANCE STRIP IVP. _ _ LG) _ _ _ - _ (07- - �1239.0� .123g _ = �2i�6' am ,�.. OENSE ion .R� ONC 124, 4 oENSED ,12an __ PLAN VIEW 'A e ED 40 Ff O R222 � .r2� ---Ls,--- —M) ----- --- �>----Ts�-----T51-----�s --- —-- ------ --- ---- _-- —--�,----- s-- 1— e --_— — Z — Sg DIRECTIONAL BORE UNDER ROADWAY «--(E) 12yE=-(Ej =-- �E)_- -L)- (1 _ E n PER IRRIGATION NOTE IS SHEET LITADL MEDIAN MCBEANPdp —Y .z23� - _042 80 _ 2 �`23s. 0 4so A6 A) 42sn � �T4.so--- Al z2 n --- INSTALL MAINLINE AND LATERAL LINE IN MEDIAN PLANTER, 6" FROM EDGE OF MAINTENANCE STRIP,— P. _ nFNA ZRFFs Z Pacific Coast Land Desegnpinc. IRRIGATION SCHEDULE 0 20 4BFD SCFie lulernJNotes It CITY OF SANTA CLARITA MCBEAN PARKWAY LI-1.01 IRRIGATION PLAN 1200' S'LY OF ORCHARD VILLAGE TO 500' NTY OF ORCHARD VILLAGE XXXXX STIR 18-XXXXX SHT 7 OF 23 SILTS o� IRRIGATION SCHEDULE ~ V J SYMBOL IDESCRIPTION BUBBLERS/ DRIP EMRTERS s 6 x A1.1 L- 9- 2 22 ryI VALVES I 2 d _S ❑ PIPE--- sEEVE.s ELVE ryI �Iryy�µ1g� {q � . 2 40 2>o s2 POINT OE CONNECTION dFLOW CONTROLLER V V �ON =6 © 10 MISCELLANEOUS Ro 2' �� ss V �J-� o 'See Sheetfl-O.OI (or (uRlnigahon —Adu—d— s, ENS TREES s s s -- )S)----- �- ---- ----- ----- -----— LE, — — — — —�—---Is)—--)----- ---- 2"�) - - - 0 0 CONC o -1- - -I- - IRRIGATION POINT OF CONNECTION 'A' NEW 11/I' WATER METER -STATIC (T)-____ __ ri-�)-_--_ ➢ BB o R7 -. �o - -17� - - _ _ _L - - - - - / - - -(LM- -� PRESSURE 109 PSI (PER VALENCIA WATER ON 05/16/I019, CONTACT JIM (n - - - - - T - �.�s{./T iT^2 - -SW - - -= 2 D -- - -(E)- B `2 LJ -m - ,- COMPANY.NO NEW STATIOCOORN ACKFLNATE WITH VALENCIA WATER � sse � � I _ - - - - - i COMPANY. NEW I" BIC STATION BACKFLOW PREVENTER AND --- - - -(E)- - - - _ _ _ R) (E)- - -.� -� Z APPURTENANCES. CONTRACTOR TO CONFIRM PRIOR TO IRRIGATION --- _ -iE) - --- - - - -(E)- - - - -LE)- - - - (E)- - - - -(E)- - - - - E - - -(E)- - > +IE1-� 2�I MEDIAN 3 m INSTALLATION AND REPORT DISCREPANCIES TO CITY REPRESENTATIVE. MEBVPNI � -__ ___ - _ _ �.� VZ m E /E'10_ IRRIGATION CONTROLLER PEDESTAL 'A' INSTALL ENCLOSURE PER °O - _ __ -- y 2 R �J c -- m IRRIGATION LEGEND. WTPROSC-24-CWM CONTROLLER. LOCATE PEDESTAL __ e ___ - _ _ _ _ __9 III--- so 3 o� 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. D BY S.C.E. AND O NEW PEDESTAL. FIELD BY A CITY SHALL BE RE DEFINED BV S.C.E. AND APPROVED IN THE FIELD BY A CITY 2 "� -•- �___"�___ ��'-"�..i�,.,,, :,, �.-. -- _"�__ z REPRESENTATIVE. 2 i - MCBEANPARKWAV IN TALL MAINLINE LATERAL MEDIAN PIANiER6 B --- DIRECTIONAL BORE UNDER RO AN— PER IRRIGATION NOTE ls, sHEE1 u.m -o. I 0 FROM EDGE I I' 2� e - IRRIGATION NOTES --- �- __ _ - OFMAINiENANCE STRIP, TIP. i ��� I TI SEE SHEET LI 001 FOR DETAILED IRRIGATION SCHEDULES AND s' 2 drill I q I Q 1. EEf - NOTES. KEY MAP sz s ----- ORCoNI PooL �)10 o _� 0 camp Ill>so old>.. © gas , f 3 t EW 'C0 20 PDFTO 'A W��OT IRVIIIINI CITY OF SANTA CLARITA Pacific Coast Land Design, Inc. LI-1.02 IRRIGATION PLAN 1200' S'LY OF ORCHARD VILLAGE �McBEAN PARKWAY = TO S00' N'LYOF ORCHARD VILLAGE 4F. ar�caoa° CIP XXXXX STR 18-XXXXX STIFF 8 OF 23 SLITS I — zs — — scnrrEaEo_aausN ---Nvl-- Cs1 Is(-----(s)--- (s)----_�1 _ Is)_____�1___ _(s)__ — zz .� _ — --- E E El --- - sz6 v� — (s) FF_ _w ------------ TOO, —MEDIAN 3 - -m -(T) ARP - - - �s� m----tim-----m-----m-----m----R1--- DENSE REEs N -- POOL RE11 z 00" 0 A9 "On _ _ INSTALL MNNIJNEAND LATERAL LINE IN MEDIAN PLANTED 6' FROM EDGE ALD 2 All OF MAINTENANCE STRIP, TYP, 48. HZ2 111�'� 3 -Tln--___[Tl___ — m————— In---- oEN�E TREES o a a O s,ala: 1 =20-0„ � IRRIGATION SCHEDULE = v SYMBOL I DESCRIPTION — 1 -_�_ ,W�r�-�lBi" i'i_ a _ (5) _ _ _ _ lW1- - BUBBLERS/ DRIP ­RS _ o _ N ( W )- - - - - 11M_�'�-- 1 j�F EN E LE u_TaEEA e` ' - - - - - o ucslreEaM eueeLwe(E)¢uAmEreslaEAM 0 N9� 0 eueeLE m N - _ _ _ _ car (E -- -- 'l _ "N" VALVE w _ < MCBEAN PARKWAY - �^ _TE' VALVE O _ Q T^aov - FIO (S) —p (S) --- (5)==1T ___ �2R - El _ 1 /, El J - -6r ls) _ _ _ --. (51- -l5)-� (S)--_ (S _ _ - i PIPE~ o MA NL NE MEDIANS- 2 - - - _ _ - IT) (TI-_-- Nl m —„N— m-----In- m---- —IT R ED 4aFT SCFie lulernJNotes D CITY OF SANTA CLARITA MCBEAN PARKWAY ,�:� V PGG S LOfDesign,III lf lh. «���,�LI-1.03 IRRIGATION PLAN \a l .A 111�� 1111L, .s..o�,�. 1200' S'LY OF ORCHARD VILLAGE �i TO 500' N'LY OF ORCHARD VILLAGE s a rn CIP XXXXX STR 18-XXXXX SHT 9 OF 23 SHTS LEGEND' p KIrvKa SISTArvrFL IaLFPIPF Q BMKMULcx PER SPEOIxcnrlcNs Q3 xrvlsx cRADF O x[AreaArvDz LFTTFas w wL LOCKIrvc OwFa. OE COnnPACTED rvATFBuscRADF O Pvc urFRALLIrvF O PacvIDF SRICK FaR aosF suPPcaT FEAR IFA� �L�wxrrlrvc NOTEG' AVE FLUSH VL GUY OF FLUSSNNTAVEA-LANaxAPE awlNrsuANCE DIsrracr NOTToscuE NOTE: ALL VALVE BOXES, QUICK COUPLERS, BUBBLERS, PVC LINES, AND IRRIGATION APPURTENANCES SHALL BE PURPLE COLOR FOR RECYCLED WATER, SEE IRRIGATION SCHEDULE U-1) FOR PRODUCT DESCRIPTIONS/MODEL N UMBERS, E) PEREPECIFIGATIDNE p INIsx Da4DE N. WREN. CO NCRETE VALVE BOX Q CDM PNCTEU NATIVE —FILL Q PRDVIDE BRICK FOR BASE SUPPORT O ELECTRI CAL CDNDUIT wITx SWEEPING ELL © SMIN. PEA GRAVEL ®N TE WIRE CDNNECIDRTSEE NDTES EELDW To NINE SURE Cl NIEITIR I I IEEN lUlHEl FAIL LOCI IN RE SP TER. ON D -:b PULL BOX AND WIRE SPLICE PREowioE R11 VR CEsswIREFROMa NcxsE cioCITY OF SANTA CLARITA LANDSCAPE ANNTENANCE DISTRICT NOT roSCALE LEGEND p xU.—N—IFPFRELAR Q SCHm PVCNFPLE OBARItMu'.. RSPECFlUTICNS T © Scx aD Pvc mAm Fu OT LATE— FINE FIRE ANDHTORU SECTIO TREE AND SHRUB BUBBLER INSTALLATION crrYOFSANTA CLAnITA- LANDSCAPE MAINTENANCE DISTRICT NOT TO SCALE 10 FAx xPFR SPFOIFIOATIorve Q Flrvlsx cRnuE (D WIRE cDNNFCTDRF Cl FLFCTRICMos FFORTROLVIA IFRLFCFrvo 'FAIT AT SRANorz LTe FTas-Mv 11 covFa Cl Pvc PAUL- p PRD�UFFRICKFDRFASFsuPPDRT Q e MIN. PFACRANFL ( cDMMDNwIRF FxPANSl—NEL CD coNTRCL WIRE F xPARMAN-EL ARA N TAPE MASoTE�RV A�EVETA ItwoscAPE MarvreNANCEosrRPcr LTxRFwFL, FITTwcs wLrea NOT TO SCALE s O-D� dPI._cific Coast Land DesegnRlnc. FZ. LEGEN6 HFAT� .R2 «as Z'I Fa (D — LAE— SP[OIFlcanorvs OS xNI sx CRADF C) Ary D WATERPROOF"__NECTcas FrvcTx colt © EFMOTF CONTROL VALVF FEE IFGFNR (D Scx m wO LNIFN Q IC LATFRAL UNF V �MIrvMANLIN RAVFa aosF SUPPOar IEA .1 m NIPPLE NOTEG; xaFADFD xTrlNcewrreFTAFF REMOTE CONTROL VALVE CITYOFSANTACLARRA-LAMOSCAFF—ENANGEDISTRIcr �NOTTosCALE 'F.. A 1. BASE MATEIAL _� sII �IIIWI e Awc MULCH PERSPEC FwATrorvS _ loll IIIu IIEII m W W w- WU AO MPA ED NATIVE m p OO cr OxF & •IIEIII 1 = O "N'"CHFILL MNMUMT LAYER $NND BED P PE MNMUMB FLLABOVE BENEATH LGWEST ' ' (��y'�T IIIEII111_EE, II --� w WI HElETT PPE p LOW VOLTAGE WRNS 5 O MAINLINE I_EII NTEU eECION UNDERPAVING p TWTHE E�NO ORIRR-TONFIRE ILINEK R BE PZ.T%AlCO MOVEMENW�RESIALLOw EXTRA z al'TNI IrvARBORI oIAMETER5H4LLIECUTWITHOWAPPRWAL NATNESUeGRAOE TRENCHING (LATERALS,MAINLINE, SLEEVES, AND WIRE PLACEMENT) `a GHYOFSANTAGWirtA- LANOSCAPE MIDENARCE DISTRICT NOT TO SCALE I O LEGEND: CONCRETE PAVER MAINTENANCE STRIP O CURB 6 O SHRUB LATERAL LINE 5 ® TREE LATERAL LINE 7 OS 4 TREE BUBBLERS PER PLAN; 2 HEADS FOR EVERY NEW AND EXISTING TREE, PER PLAN © CENTERSTREAM BUBBLER PER PLAN; HEADS TO BE ALIGNED WITH SHRUBS AND SPACED EQUALLY BETWEEN SHRUBS; 1 HEAD FOR EVERY 2 SHRUBS O7 TREE AND SHRUB BUBBLER LAYOUT NOTES: 1. NO 2. BUBBLER SHRUB BUBBLER PER PLAN; 1 HEAD FOR EVERY SHRUB LATERALS SHALL BE PLACED UNDER ROOT BALLS HEADS SHALL BE PLACED OUTSIDE OF ROOT BALLS 3. BUBBLER HEADS AT MEDIAN NOSES SHALL BE ADJUSTED AS DIRECTED BY CITY REPRESENTATIVE WITHOUT ADDITIONAL COST 4. ALIGN SHRUB BUBBLERS WITH CENTERLINE OF SHRUB STEMS TYPICAL MEDIAN HEAD AND LATERAL LAYOUT CD CITY OF SANTA CLARITA McBEAN PARKWAY LI-2.01 IRRIGATION DETAILS 1200' S'LY OF ORCHARD VILLAGE TO 500' WILY OF ORCHARD VILLAGE XXXXX STR 18-XXXXX SHT 10 OF 23 SHTS Q ID iu (D P, RLEAAT ON 111-E.LT ­—P N.-DIT Lu III EII 111-INDIII III I Lu LECTON I L—D 11E1E—AT1­­NT-­E % ­TEOL�NEA'D ETN�CN­NE­T1CP1EP _ A I CONT_—LIESHAILPPENT—D-0 — ORACCESS D CONTROLLER ENCLOSURE ETYCF sANTA cLARTA DsCEPAMANTENANEEDISTRIET NOT TO SEATS d PC N� E BIC-1 000 BACKIFLOW PREVENTION DEVICE I �-� III` L. BACKIFLOW ENCLOSURE NOTE ALL VALVE BOXES, QUICK COUPLERS, BUBBLERS, PVC LINES, AND IRRIGATION APPURTENANCES SHALL BE PURPLE COLOR FOR RECYCLED MTER, SEE IRRIGATION SCHEDULE (U-1) FOR PRODUCT DESCRIPTIONS/MODEL NUMBER . IIIIiliIIIaIII AT—AlP PPE 1— impIII —III ­B - -LP AAAUTPErz,z,RPEUI­ HO. PPT 'X,�R 'rl LO-N. -1- pB P­ ­­_ 1-11.P ElB. I.R — —ORT (D I R PPA—L NOT- -ION N"ALLV"VPI"X' ­VETOPoF=N" —PALL—PPAPAITT—TE I TAPE GATE VALVE A CIESOEXACCARI—i-ANDECAPE—E—ED—ICT NME LRO EBALE 10 N . IL C H PE R . PP C I I I C AT I c Ns Q ­DPL WC K ­NPLP R EAL LP 3— 1 !III 0 L PTUT1 D � I IT.H= HIPALTR�AAN.D I F N T N A— ­­TP El. ...—N P—D IN DARAL, I — D-1--l—PI.AT MMEIII IIH 111111111111111111111 (H) C .-A—D ­2EADP 11N P EA­ P" Q T­ 11 P11 ITIE E T ELLI P. ANLINP (D ­­�T COUPTIND NSTALL VALVE B­ ' TOP OF M—H QUICK COUPLER I EREAP ILTIIESDED I TH—Z TEFL_ T_ B �TY.F—I.—II-INOS—-INTEN.�EDlRl�T NOT TO SCALE 0 F N 'IT Q EARN . JLCO­ 1E R S PELF CATIA Ns (D P11T I VALVE 11111 111INI COVER, 111T E'RNER' LETTER, FS (D PVCININE Q F­ ­­ PER LEGEND oPRAVIRE PRIOR HER ­E —P.RT .1-1 IR1. 11 1. 11-IRT1 ­NTR11 I IR IFLO ETYM.STAN­SoTRA —SCEDE—TENAN—ISTINT NOT TO SCALE JAN IFEB MAR APR MAY DUNE JULV AUG SEP� OCT NOVNOV ATTACHMENT A WATER EFFICIENT LANDSCAPE WORRSHEET PROJECT NAME: MCB-Parkway Medians PROJECTTYPE: Commercial PROJECT LOCATION: Santa Clarifa, CA REFERENCE ET. : 65.1 TOTAL IRRIGATED LANDSCAPE AREA: 9,22- MONTHLY ET. Eio: SOMo Cl.-, CA o 1.1, Teb. april may lune aug. Sept. -F, dec. uol 25 22 43 AS 6,0 8.2 9.2 8.5 6.6 AT RJ 2Z 65.06 MAWA = (ET.) (0.63) [ (ETAF x LA) a ((1 - ETAF) x SLA) ] __ = n(Incnes peryeor or Uo ... `A15q ry' r=055 for Resitlennol Ared',o 45 tornomasiaennol ores' �u=Po-dLantlsmpe Area iaeminea ass .-11an1scope Aran -see 1-H., ispuare Tee11 Appliconf fo fill in boxes below: 9,228 Irrigated Landscape Area including Special Landscape AlFW1 A (square, feefl 0 Portion of Landscape Area id-fifiWd as Special Landscape A- (square Teefl Eio EiAF AREA BF) COLI-1- MAWA MA WA for Total TA 65.1 DS 9,228 0.6E 16J,5D6 MAWAfor SLA" 651 O55 0 0.62 0 Tofa1MA- 167,506 (aalbns per veal) ESRm't.d Tofol Wofer Use (ETW U) ETAF C.I.0 lotions ETWU = (ET.) (0.63) [ (PF x HA) / I +SLA) ] rTa an (Inc ear) Av g Ai o.49 pe T11:ee 61 Alre o�d:ca TA =Hydra eo(a earl i lea cy(see le B) sA-v=1 oa ETWU orr'ned I-H C,.-Toble below - 183,820 qallons per year Coufi-EMU exeetls MAWA. HVDROZONE TABLE hydrozone % 01 plant wafer plant factor imgafion irrigation ETAF X Hydrozone hydrozone use (PFI method ernciency (IEI ETAF (PF/IEl aeas`HAI nrea landscape ETwu REGULAR LANESCAPE AREAS 1-nose ubb planting mod LA bler 0.81 049 1,191 588 13% 23,719 2- frees mod OA bubbler 0.81 049 B20 405 9% 16,333 3-- TV, h-, mod OA bubbler 0.81 049 J,21J 3,5064 ZB% 143,768 Regular Landscape Ama SHE, -1 9,228 4,55] I 100% I83,820 SPECIAL LANDSCAPE AREAS SLA 5 ecial Landsca eA-Subtotal 0 0 1 0% 10 Total 9". 4SSJ 1 1007 1 183,820 o nw) col-D� �EnR1 Pacific oas oL�aand =Y) Demosme-hB 0"'lnc. 0.9 ov P.O.C.'A'-POTABLE STATION: A3 WATER STATIC PRESSURE: 109 PST GPM: SELL DESCRIPTION PSI O n 1 1 /2 WATER METER 3.90 2 REDUCED PRESSURE BACKFLOW 13,00 F171NGS LOSSES (EST.( 1.OD TOTAL 17.90 1 1 /2 MASTER VALVE SLID 2 FLOW METER 1'. 2 MAINLINE (1 EST LFI 1 J.68 MAI NONE FITTINGS (Q 10%) 1.77 MAINLINE LOSS TOTAL IZ.45 1 1 /2 CONTROL VALVE 2.ED g LATERAL LINE(428 LF, SIZES PER PLANI 6A5 LATERAL HTTINGS (@27.) 11B LATERAL LOSS TOTAL 9.93 COMPONENT LOSS TOTAL (P,n,G,MAINLINE+LATERAL LINE) 50,28 REQUIRED AT HEAD SELL O z COMPONENT LOSSES PLUS HEAD LOSS 80.28 HCSSAFTEY FACTOR 8,03 TOTAL PRESSURE REQUIRED 80.31 STATIC PRESSURE 109.00 PRESSURE LOSS/GAIN FROM ELEVATION CHANGE (+/D433 PAVE 12,12 TOTAL AVAILABLE PRESSURE 121.12 RESIDUAL PRESSURE TOTAL AVAILAIBLE-TOTAL REQUIRED 33.81 CITY OF SANTA CLARITA McBEAN PARKWAY LI-3.01 IRRIGATION CALCULATIONS 1200' S'LY OF ORCHARD VILLAGE TO 500' NTY OF ORCHARD VILLAGE -OP- STR 1 8--- I 1 2 OF 23 SHTS GENERAL NOTES: 1. THE STREET LIGHT LAYOUT EXPIRES TD YEARS FROM THE LATEST APPROVAL DATE. 2. THE LOCATION OF A STREET LIGHT MAY BE ADJUSTED UP TO 10 FEET, ONLY TO AVDD AN OBSTRUCTION SUCH AS A CATCH BASIN, DRIVEWAY, ETC. ANY DEVIATION EXCEEDING 10 FEET MUST HAVE THE APPROVAL OF THE CITY OF SANTA CLARITA DEPARTMENT OF PUBLIC WORKS. IA REWSED STREET LIGHTING LAYOUT SHALL BE SUBMITTED FOR ANY CHANGES IN THE MAPS SUCH AS ALIGNMENTS, LOTS, OR PARCEL SIZES, BOUNDARIES, ETC. V. IN ORDER FOR THE CITY LIGHTING DISTRICT TO ASSUME THE OPERATION AND MAINTENANCE FOR THE LIGHTING SYSTEM ON ANY PRIVATE OR FUTURE STREET, THE STREET SHALL BE OPEN TO GENERAL PUBLIC USE AT ALL TIMES. THE DEVELOPMENT MUST ALSO BE ANNEXED INTO THE SPECIAL DISTRICTS. 6 ON STREETS WHERE SIDEWALKS ARE FIVE FEET OR LESS IN WIDTH AND ARE ADJACENT TO CURB, THE STREET LIGHTING ELECTROLIER STANDARDS AND PULL BOXES SHALL BE PLACED OUTSIDE THE SIDEWALK AREA UNLESS OTHERWISE SPECIFIED, 6. ALL MAST ARKS AND BRACKETS SHALL BE PERPENDICULAR TO THE CURB FACE AND FOUR FEET LONG UNLESS OTHERWISE SPECIFIED. J. ALL LIGHTS SHOWN ON THE LAYOUT SHALL BE ENERGIZED PRIM TO THE ACCEPTANCE OF THE LIGHTING SYSTEM BY THE CITY'S SPECIAL DISTRICTS. 9, ALL STREET WRING SHALL BE UNDERGO MD. 9. EXISTING STREET LIGHTING SYSTEMS SHALL REMAIN IN OPERATION DURING ANY MODIFICATION. ANY PROPOSED TEMPORARY STREET LIGHTING SYSTEM MUST BE APPROVED BY THE CITY, 10. FIVE-FOOT CLEARANCE IS TO BE MAINTAINED FROM ALL FIRE HYDRANTS. 11. FOUR -FEET CLEARANCE TO BE MAINTAINED FROM TOP OF SLOPE/BC AT COMMERCIAL DRIVEWAY AND TWO -FOOT CLEARANCE FROM RESIDENTIAL DRIVEWAY. 12. ALL PULL BOXES SHALL BE X5 UNLESS OTHERWISE SPECIFIED AND SHALL CONFORM TO THE LATEST STANDARD PLANS AND SPECIFICATIONS OF THE CITY OF SANTA CLARITA. 13. A FUSED DISCONNECT SPLICE CONNECTOR SHALL BE INSTALLED ON EACH UNDERGROUNDED CONDUCTOR AS A PONT OF DISCONNECT IN ADJACENT PULL BOX TO POLE.. 14. ALL WIRING SHALL BE TAGGED FOR CIRCUIT IDENTIFICATION. 15, CONDUCTORS SHALL BE LISTED (UL 0) SOUTHWIRE® TYPE THHN/THWN-2 OR APPROVED EOUAL. 16. TWO ADJACENT STREETLIGHT POLES ON THE SAME SIDE OF THE STREET SHALL BE POWERED BY SEPARATE CIRCUITS. 17. MAXIMUM NUMBER OF STREETLIGHTS SHALL BE LIMITED TO (15) FIFTEEN LIGHTS PER CIRCUIT. CITY OF SANTA CLARITA MCBEAN PARKWAY MEDIAN REALIGNMENT SANTA CLARITA, CA lle9e of ®yo s nneGeae , Cal If—mi It-41 to n�eww Ans p rkelpl 6teQ Va— b$a ®Gsta .If Cnutse a a efl Han HIll .—IQ Goo le VICINITY MAP N.T. S ' Melhodl8l Church `�4q Henry ph., a Newhall H05PIlsl© 2 Henry Mayo s° Newhall 'a'.". 9 Henry Maya Newhall llrpent Cate Valencia Pharmacy Q IlkV Oa Village Rd at Henry Mayo a aAF°V ��� gWVa a � R c5aet•Fk VBlen M q_ GlanR)IX Q `5 4 ee 2., e 4 /\ Wq 8 Gaggle KEY MAP N.T.S. LEGEND: INDEX TO PROJECT DRAWINGS: RELOCATED STREET LIGHT. = EXISTNG STREET LIGHT. SHEET No. DESCRIPTION I TTIE BEET = REMOVED STREET LIGHT. s 0$ = EXISTING SIGNALRED INTERSECTON. a = EXISTING FIRE HYDRANT. = PROPOSED CONDUIT. R WZ AN PARKVAY FROM STA MI MD TD MA IIH V --- © = SCE VAULT. Q = ABANDON. PLANS PREPARED FOR: SEAL - ENGINEER REVIVED BY: IN ACCORDANCE WITH RESOLUTO! Ne. 19-8. AS THE OTY COUNCIL O THE CITY O OSC SANTA CLARITA BELEGATNO RETOARY NO REVISIONS RENSED BY PPROVED BY DATE CITY OF SANTA CLARITA rsss,oH �/►ADVANTRC Cbnsu)ung mRWm«Rs �/ 9/3/1A IO TO 111E DIBECITY SE PUBLIC WORM )RE OR O RECREATION RECREATION AND COMMUNITY SERVICES, DIRECTOR O NOR OFRHWO STREET LIGHTING PLAN SERVICE'% CITY ENGINEER, AND ASSISIANI OTY ENGINEERS TO N H K M cBEAN PARKWAY - ru 6DD90 Rt]00 �Iey Ofie, iet (909) B60-64YP APPROVE PLANS AND DESIGNS FOR THE CDNSTRUCION OF OR MPROVEMENTS TO THE PUBUC PROPERLY FOR PURPOSES OF DESIGN INMUNIIY PURSUANT TO GOVERNMENT CODE SECTION BID.6 FOR THE s4 Suite ] 660-e]PR CITY OF SANTA CLARITA. I DO HEREBY EXERCISE THE DISCRETION VICINITY MAP, SHEET INDEX, PPRDMED FOR CONSTRIICIIG! BY: si wm QM. A1KTr, flwNuv _ pA •w..xe9�) Dxmone Bn. CA 91165 ron tt wcwn DELEGATED 10 ME AND APPROVE THE PLAN GR DESIGN, OR AMENDMENT OR MODIFICATION TO THE PLAN OR DESIGN. OF A CONSIRUCTION O. OR AN IN EVENT 10 THE PUBLIC FACILITY. STANDARD NOTES x xWE CIP XXXXX PFOf. Sht XX Of XX SHT 1 OF 2 6/9/R02D XEOH RAND .C.E. 80090 MTE STRUCTURE, OR PROPERTY TO WHICH THIS STAIEMENT AND MY SICNeIURE IS AFFIXED. EXECUTED ON FEBRUARY 26, 2DB N N1 Z O � 7 Z o W J Z y j Z p l �NJ J =Or60 Z O JO J EXISTING R/W PER N 000 EAS D9-05 m J r 5 O a O?3O DETAIL±A NOS 6, YtOrZ N SCALE t' = AO o Y Q 0 +O�Z iDZaO 6K�Z NwC. G MCBEgN I Q'=�6 �w� —�— :� o _ _ �� � � � _ ,_ 10' SEWER EASEMENT PARKWAY Y PER PC BB85 r /7I \ Y\ V V /7 I � _ ,� �/,� —�—�__ - _ EXISTING RfW R " E% SCE MANHOLE _ ] _�_ i 1D CID—` ' EX. V �, NO. _ham _ s 1 _ gw _ "� ----------- E RELD49UT BE RELOCS E BY SCF K _- -_ — EXISTING R/W a v\ JO 0 2 O� V 2 2 EXISTING G R P p � O Z m Z J O XIE�"s o9 0000s o w HENRY MI Y0 z z $� CONSTRUCTION NOTES. y W O EXISTING R/W PER MU -I Od I.OS I AL) w W Na E]ARELOCATE D FOUNDATION COMPLETE.TING STREET LIGHT POPE, LED WMINNIRE, Z EAS 09-OD008 M ry DO N w d 7 J m U, O Lj a. `LD Z l O FURNISH AND INSTALL FUSE KIT FOR UNDERGROUND CONDUCTORS. l•li Y. + O F CJ � Z Q O J +ro Z F Z - Q O Ml N . U ID SEWER EASEMENT + [D h~- Z OP Z¢ O N o QiA t- X Z \/ O �3 1.5" PVC SCHEDULE 60 CONDUIT WITH 2X8 CONDUCTORS TO BE INSTALLED BY SCE. X V Z Q✓ '� O PER PC BB65 F. 3 U W n n R KW I N 'r'��� Y� ❑4 ®EXISTING CONDUIT. _ w ro O -EXISTING R/W PER EAS 09-00006 X V Z Q N C Z O f ' _ _ _ I }• PVC SCHEDULE 60 CONDUIT PER SCE REQUIREMENTS TO BE INSTALLED BY SCE. SCALE 1' = AO � m r e,rw r — — — — C I —_ �0° — — 9------------ LEGEND EXISTING R/W ` / -. -. ------- ----- L., - - _ _ - - _ _" - / e RELOCATED STREET LIGHT. = E%ISTING STREET LIGHT. yyqqI 91 � REMOVED S1REEi LIGHT. EXISTING SIGNALIZED INTERSECTION. EXISTING FIRE HYDRANT. O EXISTING R/W I / / //! ' PROPOSED CONDUIT. DO = SCE VAULT. � W 0 0 0 CD U) Q C7 U Q PUNS PREPARED fOR: SEAL - ENGINEER rsss,oH - ru 6DD90 CIxL�asp C)VVANTRC Gbnsu�ung mR�me�Rs Rt]00 Wiley -GA iet (9W) B6o-6RYP ^� a9W) BeD-e]2R OxmLxone Bn, d 91186 ���.o ron tt-uw.cwn REVIVED BY: � ,� �/ '-v^�''� 9/3/20 IN ACCORDANCE WITH RESWUTIO! N0. 19-8. AS THE Ott COUNCIL OF THE Ott OSC OF SANTA CLARIIA DELEGATING RETIOlARY TO THE MMUN11gt OF PUBLIC WORKS. O F NEIG OF RECREATION AND E DIRECIOR SERVICES, DIRECTOR W NEIGHBOtHOW RECREAAUIHTION BO SERVICE'% CITY ENGINEER, AND ASSISTANI Ott ENGINEERS TO IMI—E PLANS AND DESIGNS FOR UR CONSTRUCTION OF OR MMUNITY U S TO THE PUBLIC PROPERTY FOR PURPOSES OF DESIGN IMMUNITY PURSUANT TO GOVERNMENT CODE SECTION 8.1D.6 FOR THE Cltt Of SANTA CLARITA, 100 HEREBY EXERCISE THE DISCRETION pELEGATED 10 ME AND APPROVE THE PLAN OR DESIGN, OR CMENDMENI OR MODIFICATION TO THE PLAN OR DESIGN. OF A CONSIRUCTION OF. OR AN IMPROVEMENT 10 THE PUBLIC FACILITY. STRUCTURE, OR PROPERTY TO WHICH THIS STATEMENT AND MY SIGNATURE IS AFFIXED. EXECUTED ON fEBRUARY 26, 2OB NO REVISIONS REWSED BY PPROVED By DATE CITY OF SANTA C LA R TA STREET LIGHTING PLAN N H X M cBEAN PARKWAY 1300' WHO OF ORCHARD VILLAGE ROAD TO 500' E/O OF ORCHARD VILLAGE ROAD FPRWED FOR CONIICIId! BY: AM. NMI. Hrxwuvy s.Timm L _% «.. 6/9/-D XEOH RAND .C.E. 80090 MTE x x CIP XXXXX PFOf. Sht XX Of XX SHT 2 OF 2 NOTES: —TIDWELL TO RELOCATE VENT PIPES TO NEW CURB —TIDWELL TO HOT TIE TO V5849 CI \1 )4 HH TO SL10344 4 94 TEE 95' AL 2-1/C SOON CLP IN DUCT CI TEN S,1 tr 1 to Str 2 - 6 LBS TEN Str 2 to Str 1 - 3 LBS 5 151u•` S1_10344 TO S1_10345 BIR W 48 CLP IN:155' q8 AL 2-1/C 600V CLP IN DUCT \ �u�� TEN Str 1 to Str 2 - 6 LBS TEN Sir 2 to Str 1 - 6 LBS \18k 160CLP Rau M" TO W46 CI 1 SL10345 TO SL10346 6 141 IN:145' 88 AL 2-1/C 60DV CLP IN DUCT TEN Str 1 to Str 2 - 5 LBS a, TEN Str 2 to Str 1 - 5 LBS R1k 0''48 CLP 2 �� FROM WO TO 16848 �2 'O � rn `G Or ots -Y `72YQ2pJ p� ��smixrrt-,�sxv os �p YS� 2p 8 6 p O .sr }'�0.txv re Ypf � S ZYs 2pJ pop Yi�� 2 �vvs a- CI 1 HH TO SL10343 2 63 IN: 65' p8 AL 2-1/C 600V CLP IN TEN Str 1 to Str 2 - 2 LBS TEN Str 2 to Str 1 - 3 LBS ST IB CLP Rau Hi 70 WO �o > . r k �Y62pJ rnpY3 2 �..,. cq cI 1 SL1 D342 TO SL10343 3 138 IN: 151' 88 AL 2-1/C 6DDV CLP IN DUCT TEN Sir 1 to Sir 2 - 5 LBS TEN Str 2 to Str 1 - 5 LBS FM W118 CLP FROM 00 TO 00 �D 2 � a sV >-t/o-ttxv w 6 � i ,SW�FgPR-t6xv m C 2 �p 51n 3-.lao-texv m > esasre to arouse 1i�n6>ao-277i.m 53 NIB CF 1 3" VLT -49 TO NEW HH 1 13 IN: 30' 88 AL 2-1/C 60DV CLP IN DUCT TEN Str 1 to 5035849 - 0 LBS TEN 5035849 to Str 1 - 0 LBS Newhall Urgent Care o �a °6d^ 0 c � � DaA9°D �9io �cgeanPk»Ny v A� P, 4 P C LV� time Preschool o � Pd i �f 2p EX: V5035849 VAULT 6'x10'x9'4" TUNNEL STYLE RM: 561- CBL p8 AL 2-1/C SOON CLP IN DUCT IN: 641- CBL q8 AL 2-1/C SOOV CLP IN DUCT IN: 2- CNN BAR INS LT DUTY 98-350 1P 4-WAY CI: 11-- S HH POLY 17"X30"X18" LT TRAFFIC CI: SS TAX EXCV CST FOR PLASTIC HH 11 KBUR SCALE: 1" = 40' 0 40 80 RD EXHIBIT C Project Cost Estimate McBean Parkway Realignment Engineers Estimate (90% plans) Base $1,307,000.00 15% Contingency $196,050.00 Total Construction $1,503,050.00 Soft Cost Contracts: Construction administration support (designers) $75,000.00 Environmental Approvals (NEPA - Dan) $3,500.00 Survey Services $25,000.00 Material Testing & Inspection $75,000.00 Utility Fees (Irrigation / Signal Service) $20,000.00 LIVID Inspector Services $50,000.00 Bid and Award/contract routing $2,000.00 Ground Breaking, Construction Sign and MISC Costs $5,000.00 Soft Costs assume 100 working days: Labor Compliance (City oversight) 2 hours a week for 22 weeks @ $50 $2,500.00 Inspection (CIP) 8 hours a day for 110 days @ $55 $50,000.00 Inspection OT (CIP) 8 hours a day for 40 days @ $85 $28,000.00 Project Management (Julia) 5 hours a day for 150 days @ $75 $60,000.00 Storm Water Inspections (Dan) 4 hour a week for 22 weeks @ $75 $7,000.00 Miscellaneous expenses $15,000.00 Total Soft Cost $418,000.00 15% Contingency $62,700.00 Construction Grand Project Total $1,983,750.00 Say: $2,000,000.00 FHWA Grant Funding $1,120,000.00 $880,000.00 Shortfall (Hospital) McBEAN PARKWAY CONSTRUCTION PROJECT EXHIBIT D _ LIMIT OF CITY CONSTRUCTION ON HMNH AND HCN 1 VALENCIA PROPERTIES 1 1 L + 4 z G 1. 1 0 1 �`Gs= All poll � AI "Ift "" FA " "CAR CA 92008 (M: (]8D) A"-.. 2NI3 i NEY ROAD ALLIANCE w tlC0. CA 91355 LAND PLANNING & ENGINEERING INC. IEL (BB) 799-2760 CIVIL ENGINEERING • LAND PLANNING • HILLSIDE DESIGN • SURVEYING I: \CAD\2334\EXHIBITS\2334_EXHI3IT_D_LOC.dwg OFF \ ho GRAPHIC SCALE 0 30 60 120 ( IN FEET ) 1 inch = 60 ft. I WMI NOW ------ ji: ---- ---- - - - --- -- - ---- ------ - -- - --- --- ---- ------- ------ - -------- 1 0 - - - - --------- - ---- --- ----- ---------- -- -- --------- ---------- - - - --------------------- - ---------------- - ---- -------- -------------- -------- - ------------- - ------------------------ -------- IE�L�4,331-9- 27 11 ALLIANCE 1111 275 LAND PLANNING & ENGINEERING INC IEL: (661) 199-276D CIVIL ENGINEERING- LAND PLANNING - HILLSIDE DE9GN - SUPWYNG 1: \CAD\2334\EXHIBITS\2334—EXHIBIT—E—CLA.d.g GRAPHIC SCALE 0 30 60 120 IN FEET I inch = 80 ft- EXHIBIT F NOT USED EXHIBIT G 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. 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 Page 1 of 5 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] Page 2 of 5 GRANTOR: HENRY MAYO NEWHAL HOSPITAL M. 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 M. Date: APPROVED AS TO FORM: JOSEPH M. MONTES, CITY ATTORNEY M. Date: Page 3 of 5 I� • 0* ^' 41 12 1 OL CIS AVi 5 r `�, �"` ;,,,; . ---� .,,, Mo can Pl Y'N � � � , � �► ,� ` �' �1 v m r ,' .. Via jacara� —� McBEAN PARKWAY CONSTRUCTION PROJECT` EXHIBIT B Ly11 0 IM OF WO RK �IIL���c.��flei'32 �N �. i . .rill. I ��r�T%.►�7y ------------ ROW- it al �� iN8 FARADAY AYE. CARLSRAO, CA 92006 rtc ps07 u1-969s 27413 iWRNEY ROAD ALLIANCE NJTNCa° 91335 LAND PLANNING & ENGINEERING INC. rtL (.1) 199-2- CIVIL ENGINEERING • LAND PLANNING • HILLSIDE DESIGN • SURVEYING C:\Users\Devil 2\Desktop\2334\2334_EXHIBIT_B.dwg PARLAY ,_ � I .. GRAPHIC SCALE 0 30 60 120 ( IN FEET ) I inch = 60 ft. EXHIBIT H WIAVER OF JUST COMPENSATION ACKNOWLEDGEMENT Project McBean Parkway Realignment Parcels APN 2861-073-010 APN 2861-073-011 Limits McBean Parkwav between Avenida Navarre and Al File No. Federal Project DEML22-5450(103) No. 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 Name (Print or Type) Signed Name (Print or Type) Dated Dated Signed Dated