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Home My WebLink AboutUkiah Unified School District (UUSD) 2014-02-25C(9 Gkl Access and Maintenance Agreement between City of Ukiah And Ukiah Unified School District, 1Li,s-a.oi This Access and Maintenance Agreement (the "Agreement") is entered on February 25, 2014 ("Effective Date"), in Ukiah, California between the City of Ukiah ("City), a general law municipal corporation, and the Ukiah Unified School District ("District"), a California School District, which has granted the City an easement as depicted and described in Exhibit B. RECITALS. 1. The City is undertaking a project to construct a paved pedestrian and bicycle path ("the Path") as depicted on the Construction Plan ("the Plans") attached hereto as Exhibit A. 2. The Path will be constructed partially within the easement ("the Easement") as depicted and described on the Easement Grant Deed, attached hereto as Exhibit B. 3. The Path will .be open to and used by the general public for pedestrian and bicycle use. 4. The Plans include a chain link fence ("the Fence") along the east side of the Path, as depicted on the Plans, which will separate the Easement from the remainder of District's real property comprising the Oak Manor Elementary School, 5. The purpose of this Agreement is to allow the City and its authorized representatives, contractors, and subcontractors the temporary right to encroach on District property as necessary, during construction, and for the maintenance of the Fence upon completion of the Path in accordance with the Plans. Hereafter, all references to the "City" include its authorized representatives, contractors and subcontractors. AGREEMENT. In consideration of the above -recited facts and the terms and conditions as further stated herein, the parties agree as follows: 1. Right of Entry. During construction of the Path, the City may need to encroach on District real property immediately adjacent to the Easement ("Adjacent Property"). District hereby grants the City a right of access and use and authorizes the City to enter upon Adjacent Property in order to construct the Path in accordance with the Plans. The City shall only enter upon as much of the Adjacent Property as is S:\U\AgrmtsIOTublic Works\Access.doc Page I of necessary to construct the Path and said right of access shall terminate, when the construction is complete. 2. Maintenance of Fence. The District has granted the Easement with the expectation that the Fence will prevent members of the public using the Path for directly entering District property. Accordingly, the City agrees to maintain the Fence in good condition and to promptly repair any damage to or dilapidation of the Fence upon receiving notice of the damage or dilapidation. A lockable pedestrian gate will be installed near the pedestrian bridge across Gibson Creek. School staff will be solely responsible for locking and unlocking the gate to provide access to the school grounds 3. Term. The term of this Agreement begins on the Effective Date and continues indefinitely, except for the temporary right of access to Adjacent Property which shall terminate upon completion of the Path in accordance with the Plans. 4. Notification and Coordination. The City and the District will coordinate the City's access to the Adjacent Property with the goal of providing adequate access for the purposes of this Agreement without undue interference with the day-to-day operation of the Oak Manor School. 4.1 For purposes of this coordination, District designates Jim Moorhouse, telephone number 707- 472-5081, cell phone number 707-612-0841, email address jmoorhouse@uusd.net as the City's primary contact at Oak Manor School. District may designate a different representative by written notice to the City. City designates Tim Eriksen, telephone number 707-463-6280, cell phone number 707-972-0839, email address teriksen@cityofukiah.com as the District's primary contact with the City. City may designate a different representative by written notice to the District. 4.2 Through their designated representatives the parties shall keep each other informed on a timely basis of their respective needs and of any problems or conflicts that arise during the temporary right of access to the Adjacent Property. The City and the District will use their best efforts to address satisfactorily any concerns or problems that arise during construction of the Path. S. Applicable Law and Regulations. In exercising its rights under this Agreement, the City will comply with all applicable laws, statutes, regulations, ordinances, or directives of whatsoever nature with respect to the Work including, without limitation, all health, safety, and environmental laws, directives, California Division of the State Architect rules, ordinances, regulations, or statutes applicable to the construction of the Path. 6. Restoration. Upon completion of construction, the City shall repair and restore any areas of the Adjacent Property damaged by construction of the Path. 7. Safety And Security Fencing: At all times during its use of the Property, the City shall keep all areas under its control, and any materials, equipment, or disturbed areas adequately fenced and otherwise secure for safety purposes. 8. Indemnification. The City will indemnify the District for any damage to the Adjacent Property or any person or property caused by the City while performing pursuant to this Agreement. The City will indemnify and defend the District against any claim by a third party against District of any kind whatsoever which are related to or arise in any way from the City's performance under, or utilization of its rights under this agreement. The City will provide proof of comprehensive general or commercial liability insurance or comparable coverage from joint powers agencies providing the equivalent of insurance coverage to the City and provide District with a policy declaration or equivalent notice, Access and Maintenance Agreement Page 2 of 3 naming District as an additional insured. The City shall provide District with written notice of any cancellation of coverage and shall renew insurance certificates as they expire. 9. Entire Understanding. This Agreement sets forth the entire understanding between the City and the District with respect to the subject matter of this Access and Maintenance Agreement and supersedes all prior negotiations and dealings pertaining to this Agreement. 10. Modircation. No change in, addition to, or waiver of any of the provisions of this Agreement shall be binding upon either party unless it is established in writing and signed by each party. 11. Notice.. The person authorized to give and receive notices and information on behalf of each party and the address and fax number for that person is set forth below. A decision communicated by the authorized representative of each party shall constitute the decision of the party, unless the other party has received prior notice, as provided herein, that the authorized representative's decision is not the decision of the party. Whenever notice or other communication is permitted or required by this Agreement, it shall be deemed given when personally delivered or when received, if delivered by overnight courier or fax, or 48 hours after it is deposited in the United States Mail with proper first class postage affixed thereto and addressed as follows: City of Ukiah Authorized Representative: Jane Chambers, City Manager Ukiah Civic Center 300 Seminary Ave. Ukiah, CA. 95482 Fax: 707-463-6204 District Authorized Representative: Debra Kubin, Superintendent Ukiah Unified Offices 511 S. Orchard Ave Ukiah, CA. 95482 Fax: 707-463-2120 Either party may give notice in the manner provided above of a change in address or fax number. WHEREAFORE, this Agreement is binding on the parties as of the Effective Date. f Ukiah Ukiah Unified School District 00537-00005/560209.1 9 Date 03/ IfflIq - Date Page 3 of 3 OF OOCUUEHTS This document and the ideas and design lncaporated herein, as an inslramenl of professional —ce, is the properly of TACO Associates and (hall not be nosed in whole -part far am other project without TACO A ... c.at.. -Mian eathori,clan OAK MANOR TRAIL CITY OF UKIAH, CALIFORNIA SPECIFICATION NO, 14=02 FUNDED BY THE CALIFORNIA DEPARTMENT OF TRANSPORTATION BICYCLE TRANSPORTATION ACCOUNT BTA 06/07 -01 -MEN -02 EXH16 IT "A"I AREA MAP N.T.S. IOJECT CATION 1� GRAPHIC SCALE MEASURES 1 INCH ON FULL-SIZE PLANS. VICINITY MAP 1""000• eea ee Oee Dea Ds. aD♦ APPROVALS: CITY OF UKIAH TIM ERIKSEN, DIRECTOR OF PUSUC WORKS/CITY ENGINEER DRAWN JOB CHECK .•oo.osooasso ucocuueaaaaea oeo aaoocee sea eoee000aaeveoveo SHEET INDEX WJC DATE 1/21/14 V.oeo 'Alt • e•e e•vae•oa te000 aeaoeeo .cove aeoeae ee- • SHEET G1.0 _ .ell.ac•se•es iaavo eee aooDvoaoa000vseD oeee•e•e ooe000eaoo 000e• o SAN DI � - . e,e•osesa eeaoeabsasaoees seas es so• ee •eao 000 osa0000vve�se ea eo• ooaeoae•sroeeeoeveeoee'eeeaa. a 61.0 COVERSHEET �O oaaoe000ao• .••e• eaaaeevoo rreaaa• o ea 0a laooeo 1r seaoeoo •e •oeaseeeoeo .0011• .0.... •a sgoaeete o _ eeeaao oea000 se saego .aeeiaeseea 61.1 ABBREVIATION AND LEGEND :elf cog 000e psi oa -Wel LOCATION MAP s •�eaav •• oeo^- ego eegaggoga vaoei •ooea 000e ee • oaevo ooeeosaaeee •e eeaa ee .160 a eoeoee see•.ea 61.2 61.3 CONSTRUCTION NOTES AND TYPICAL SECTION SURVEY CONTROL PLAN oeof coca ea N.T.S. S �' • �o�eeeeeee:eee:ee:oe:. -t . -, •seooaseaaoa ease ee C1.0 C1.0 PLAN AND PROFILE1+00 TO 6+70 ................ .ewaoos+ecasaoe000 000e evaooeeoeva oeo eee oosoeo•eooveee• CIA PLAN AND PROFILE 6+70 TO 12+4$ �;g'a °a ongg g�iggoa000r l '� ,eeeeaeeeoeoov•avee• C1.2 EROSION AND SEDIMENT CONTROL PLAN AND DETAILS o veoaaeev oo•es000 ao; aoaaoeee sea vo oeaoo o• 000a000eevoaooevad C3.0 SECTIONS eo°eo°o°o°o°eo*iioeaeof •°ea°Oo__ae,�.i C3.1 SECTIONS ot'Cov ea�,�4 "ago' C3.2 SECTIONS AREA MAP N.T.S. IOJECT CATION 1� GRAPHIC SCALE MEASURES 1 INCH ON FULL-SIZE PLANS. VICINITY MAP 1""000• eea ee Oee Dea Ds. aD♦ APPROVALS: CITY OF UKIAH TIM ERIKSEN, DIRECTOR OF PUSUC WORKS/CITY ENGINEER DRAWN JOB CHECK WJC APPROVED WJC DATE 1/21/14 JOB NUMBER 6883.13 SHEET G1.0 REUSE Or DMUMENTS: This document and We seas and design A - WATER METER AB - AGGREGATE BASE ABON - ABANDONED AC - ASPHALT CONCRETE ACP - ASBESTOS CEMENT PIPE ACI - AMERICAN CONCRETE INSTITUTE AG - AGGREGATE APPROX - APPROXIMATELY ASTM - AMERICAN SOCIETY FOR TESTING & DRWY - MATERIALS O - AT B HORSEPOWER BC - BEGIN CURVE BCR - BEGIN CURB RETURN BF - BUND FLANGE BFV - BUTTERFLY VALVE BLDG - BUILDING BM - BENCH MARK BOT - BOTTOM BRG - BEARING BTWN - BETWEEN BVC - BEGINNING OF VERTICAL CURVE BW - BOTTOM OF WALL C EQUIPMENT CAN - CABLE TELEVISION CB - CATCH BASIN CEIL - CEILING CFM - CUBIC FEET PER MINUTE CI - CAST IRON CIP - CAST IRON PIPE C.I.P. - CAST -IN -PUCE CJ - CONSTRUCTION JOINT CL,¢ - CENTERUNE CUR - CLEAR CMP - CORRUGATED METAL PIPE CMU - CONCRETE MASONRY UNIT CO - CLEANOUT CONC - CONCRETE CONT - CONTINUOUS COORD - COORDINATE CPLG - COUPLING CTR - CENTER CU FT - CUBIC FEET CV - CHECK VALVE CW - COLD WATER CY - CUBIC YARD D - WATER METER - DEGREE (ANGLE) d - PENNY (NAIL SIZE) DBL - DOUBLE DI - DRAINAGE INLET DIA - DIAMETER DIAG - DIAGONAL DIM - DIMENSION DIP - DUCTILE IRON PIPE DRWY - DRIVEWAY DWG - DRAWING E HORSEPOWER <E> - EXISTING EA - EACH EC - END CURVE ECR - END CURB RETURN EF - EACH FACE EL - ELBOW ELEC - ELECTRIC OR ELECTRICAL ELEV - ELEVATION ENGR - ENGINEER EP - EDGE OF PAVEMENT EQ - EQUAL EQUIP - EQUIPMENT EVC - END OF VERTICAL CURVE EW - EACH WAY EXC - EXCAVATE EXP JT - EXPANSION JOINT EXT - EXTERIOR F LONG FC - FACE OF CURB FF - FINISHED FLOOR FG - FINISHED GRADE FH - FIRE HYDRANT FIN - FINISH FL,E - FLOW UNE FLG - FLANGE FUR - FLOOR FS - FINISHED SURFACE FT - FOOT FT' - SQUARE FEET FT' - CUBIC FEET FTG - FOOTING as an utslrument of prolessonal service. is the properly ABBREV ATIONS G - WATER METER G - GAS GALV - GALVANIZED CTIP - GALVANIZED IRON PIPE GPM - GALLONS PER MINUTE GRD - GRADE GSP - GALVANIZED STEEL PIPE GV - GATE VALVE H - ROOM HB - HOSE BIBB HDR - HEADER HP - HORSEPOWER HORIZ - HORIZONTAL HT - HEIGHT HW - I HOT WATER ID - INSIDE DIAMETER IN - INCH INT - INTERIOR INV - INVERT J SIMILAR JT - JOINT JP - JOINT POLE K SQUARE FOOT KIP - THOUSAND POUNDS KW - KILOWATT L SEWER SYSTEM MAN HOLE .4 - ANGLE (DEGREES) LB - POUND LF - LINEAR FEET LG - LONG LT - LEFT M MATL - MATERIAL MAX - MAXIMUM MECH - MECHANICAL MFR - MANUFACTURER MH - MANHOLE MIN - MINIMUM MISC - MISCELLANEOUS MJ - MECHANICAL JOINT MTL - METAL N TOP OF CONCRETE <N> - NEW NC - NORMALLY CLOSED NIC - NOT IN CONTRACT NO. - NUMBER NO - NORMALLY OPEN NPT - NATIONAL PIPE THREAD NTS - NOT TO SCALE / - NUMBER 0 UNLESS OTHERWISE SPECIFIED OC - ON CENTER OD - OUTSIDE DIAMETER OG - ORIGINAL GROUND OHE - OVERHEAD ELECTRIC OZ - OUNCE OVHD - OVERHEAD P VITRIFIED CLAY PIPE PB - PULL BOX PCC - POINT OF COMPOUND CURVATURE PCF - POUNDS PER CUBIC FOOT PE - PLAIN END PERF - PERFORATED PEP - POLYETHYLENE PIPE PL. R - PROPERTY LINE PLYWD - PLYWOOD POC - POINT ON CURVE PP - POWER POLE PRC - POINT OF REVERSE CURVATURE PREFAB - PREFABRICATED PSF - POUNDS PER SQUARE FOOT PSI - POUNDS PER SQUAREINCH PSIG - POUNDS PER SQUARE INCH GAUGE PV - PLUG VALVE PVC - POLYVINYL CHLORIDE PLASTIC PVI - POINT OF VERTICAL INTERSECTION PVMT - PAVEMENT PVT - PRIVATE 0 QTY - QUANTITY and shall not be reused in whole or part for any other project without LACO Associates wMteh aulN_rzat.- R - WATER METER R - RADIUS RC - RELATIVE COMPACTION RCP - REINFORCED CONCRETE PIPE RD - ROAD RDCR - REDUCER RDWD - REDWOOD REQD - REQUIRED RM - ROOM RSP - ROCK SLOPE PROTECTION RT - RIGHT R/W - RIGHT-OF-WAY S DESIGNATION SL - SLOPE SCHED - SCHEDULE SD - STORM DRAIN SOMH - STORM DRAIN MAN HOLE SECT - SECTION SHT - SHEET SIM - SIMILAR SPEC - SPECIFICATIONS SQ - SQUARE SQ FT - SQUARE FOOT SO IN - SQUARE INCH SS - SANITARY SEWER SSMH - SEWER SYSTEM MAN HOLE STA - STATION STD - STANDARD STL - STEEL Sw - SIDEWALK SYMM - SYMMETRICAL T T - TELEPHONE TAN - TANGENT T&B - TOP AND BOTTOM T&G - TONGUE AND GROOVE TBM - TEMPORARY BENCH MARK TC - TOP OF CURB TELEM - TELEMETRY TEMP - TEMPERATURE OR TEMPORARY THD - THREAD TOC - TOP OF CONCRETE TOG - TOP OF GRATE TOF - TOP OF FOOTING TOW - TOP OF WALL TP - TOP OF PAVEMENT OR TELEPHONE POLE <TYP> - TYPICAL U UBC - UNIFORM BUILDING CODE UOS - UNLESS OTHERWISE SPECIFIED UG - UNDERGROUND UTIL - UTILITY UP - UTILITY POLE V V - VOLT VC - VERTICAL CURVE VCP - VITRIFIED CLAY PIPE VERT - VERTICAL VPI - VERTICAL POINT OF INTERSECTION W WM - WATER METER WV - WATER VALVE X ® w XFMR - TRANSFORMER Y ®4ew YD - YARD YD' - SQUARE YARD YD' - CUBIC YARD NOTES: UTILITIES LEGEND PROPOSED EXISTING ®N TP -4 f� ® w NOT USED ® BV R41 ®4ew W Cb 1. CONTACT THE ENGINEER FOR SYMBOLS NOT LISTED. 2. THIS IS A STANDARD SHEET, THEREFORE SOME SYMBOLS OR ABBREVIATIONS MAY APPEAR ON THIS SHEET WHICH DO NOT APPEAR ON THE PLANS. 3. SITE AND UTILITY SYMBOLS SHOWN ON THIS SHEET ARE NOT INTENDED TO REPRESENT THE PHYSICAL SCALE OR SHAPE OF ANY ITEMS. WHERE LARGE-SCALE PLANS ARE PRESENTED, THE SYMBOLS SHOWN HEREON MAY BE REPLACED BY DETAILS MORE SUITED TO THE DRAWING SCALE. W N t tAV rG Ftl a OUH W -E — OLE - -TV— —d—. — TM g TM - -T— OH T - -w- -SS- -SD - -G— w DV 1pp� Db N Q 4 AV 4 CA NF OMH UG E E — — TV— J — TM — i•H TM — — T — OH T — — w— _SS —SD- -G- 0 FM - --I- FM - )00" NOT USED f NOT USED p Rb -4 17 ® MB GATE VALVE PLUG VALVE BALL VALVE BUTTERFLY VALVE AUTOMATICALLY OPERATED VALVE (P= PNEUMATIC, E= ELECTRIC, S= SOLENOID, H=HYDRAULIC. D- DIAPHRAGM ACTUATOR) 3 -WAY VALVE GLOBE VALVE ANGLE VALVE PRESSURE REGULATING VALVE PRESSURE RELIEF VALVE CHECK VALVE AIR OR VACUUM RELEASE VALVE AIR AND VACUUM VALVE COMBINATION AIR VALVE FLOW METER HOSE BIBB (NF -NON -FREEZE) REDUCER FIRE HYDRANT DROP INLET MANHOLE CLEANOUT UNDERGROUND ELECTRICAL OVERHEAD ELECTRICAL CABLE TELEVISION JOINT UTILITIES UNDERGROUND TELEMETRY LINE OVERHEAD TELEMETRY LINE UNDERGROUND TELEPHONE LINE OVERHEAD TELEPHONE UNE WATER LINE SIZE AND MATERIAL SANITARY SEWER UNE OF EXISTING PIPING MAY BE SHOWN WHEN STORM DRAIN LINE KNOWN. GAS LINE SIZE AND MATERIAL OF NEW PIPING MAY FORCE MAIN AND BE SHOWN ON PLAN DIRECTION OF FLOW OR IN PROFILE. CULVERT POLE MOUNTED STREETLGHT ITEM TO BE REMOVED TOPOGRAPHIC LEGEND PROPOSED EXISTING TEST PR AND DESIGNATION TP -4 NOT USED x NOT USED ® EXPLORATION BORE HOLE hd [;T USED NOT USED .2.6. O @ I I 0 CONTROL POINT NOT USED NOT USED Q DESIGNATION J+ JP —X— NOT USED III hl hl III NOT USED P.V.I. (POINT OF VERTICAL INTERSECTION) TEMPORARY BENCH MARK BENCH MARK FINISH GRADE ELEVATION ELEVATION OF ORIGINAL GROUND RADIUS POINT FLOW UNE AND DIRECTION TOP OF CUT TOP OF FILL TOE OF CUT OR FILL CONTOUR LINE CONCRETE PAVEMENT ROCKS STUMPS TREES ROADS UTILITY POLE (PP=POWER POLE, TP= TEL POLE, JP=JOINT POLE, LP -LIGHT POLE) GUY WIRE FENCE BOUNDARY LIMITS, W/DESIGNATION EASEMENT UNE CENTERUNE MARSH LAWN SPRING Q CHECK TEST PR AND DESIGNATION TP -4 TP -4 DATE 0 ® EXPLORATION BORE HOLE SHEET O PROPERTY CORNER O @ SURVEY MONUMENT 0 CONTROL POINT DRIVEWAY DETAIL AND SECTION DESIGNATION ITEM TO BE ABANDONED CURVE DATA IN PLACE R RADIUS) WATER METER L LENGTH) DELTA) PULL BOX AND DESIGNATION T ANGENT) SIGN AND DESIGNATION MAIL BOX LINE DESIGNATION INDICATES LINE 2.0 DESIGNATION 12 INDICATES SHEET WHERE CONTINUATION OCCURS 9(REPLACED BY A LINE IF CURS ON SAME SHEET) SECTION (LETTER) OR DETAIL (NUMERAL) DESIGNATION INDICATES SECTION OR — DETAIL TAKEN AND SHOWN ON SAME SHEET ON DRAWING WHERE SECTION OR DETAIL IS TAKEN; SHEET NUMBER WHERE SHOV ON DRAWING WHERE SECTION OR DETAIL IS SHOWN; STANDARD DETAIL NUMBER (DETAIL MAY BE SHOWN ON ANY SHEET WITHIN THE 006 DRAWING SET) DRAWN JOB CHECK WJC APPROVED WJC DATE 1/21/14 JOB NUMBER 6883.13 SHEET G1.1 REUSE OP nevem, as an inslramenl of profess.onal semee, s the property of UCO Asso—t- and shat not be reused n whole or part lar any other project without LACO Assocwles written CONSTRUCTION GENERAL NOTES: 1. ALL CONSTRUCTION SHALL CONFORM TO OAK MANOR TRAIL SPECIAL PROVISIONS AND THE PROJECT PLANS. 2. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (U.SA) TWO (2) WORKING DAYS PRIOR TO ANY EXCAVATION. DIAL (TOLL FREE) 1-800-642-2444. GENERAL NOTES: 1. DO NOT USE SCALED DIMENSIONS, USE WRITTEN DIMENSIONS. WHERE NO DIMENSIONS ARE SHOWN, CONSULT ENGINEER FOR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. 2. DETAILS OF CONSTRUCTION NOT FULLY SHOWN SHALL BE OF THE SAME NATURE AS SHOWN FOR SIMILAR CONDITIONS. 3. CONTRACTOR SHALL VERIFY CONDITIONS AND DIMENSIONS AT THE SITE BEFORE STARTING WORK AND IMMEDIATELY NOTIFY THE ENGINEER IF ANY CONDITIONS OR DIMENSIONS ARE UNUSUAL OR NOT AS SHOWN ON THESE PLANS. 5. SAFETY. a. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH THE PERTINENT SECTIONS OF THE 'CONSTRUCTION SAFETY ORDERS' ISSUED BY THE STATE OF CALIFORNIA, AND ALL OSHA REQUIREMENTS AS THEY APPLY TO THIS PROJECT. THE ENGINEER AND THE OWNER DO NOT ACCEPT ANY RESPONSIBILITY FOR THE CONTRACTOR'S FAILURE TO COMPLY WITH THESE REQUIREMENTS E. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE DESIGN AND CONSTRUCTION OF ALL FORMS AND SHORING. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES PRIOR TO EXCAVATION AND CONSTRUCTION IN ANY AREA CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (USA) AT LEAST TWO WORKING DAYS IN ADVANCE OF ANY EXCAVATION. CONTRACTOR SHALL IMMEDIATELY REPORT ANY DISCREPANCIES IN RECORD INFORMATION TO ENGINEER AND DEVELOPER PRIOR TO START OF CONSTRUCTION. 7. ALL EXISTING STRUCTURES NOT SPECIFICALLY DESIGNATED FOR DEMOLITION SHALL BE PROTECTED DURING CONSTRUCTION. 8. THESE PIANS SHALL NOT BE CHANGED OR REUSED WITHOUT WRITTEN APPROVAL BY THE ENGINEER. PAVING NOTES: 1. INSTALL WORK IN ACCORDANCE WITH CURRENT CALTRANS STANDARD SPECIFICATIONS. 2. COMPACT SUBGRADE AND BASE COURSE TO 95% OF MAXIMUM DRY DENSITY. 3. PERFORM COMPACTION DENSITY TESTING ON COMPACTED FILL IN ACCORDANCE WITH ASTM D1556, ASTM D2167, ASTM D2922, OR ASTM D3017. 4. PLACE ASPHALT WITHIN 24 HOURS OF APPLYING PRIMER OR TACK COAT. 5. AGGREGATE FOR WEARING COURSE: ANGULAR CRUSHED WASHED STONE; FREE OF SHALE, CLAY, FRIABLE MATERIAL AND DEBRIS. CALTRANS SPECIFICATION: 1/2' MAXIMUM, MEDIUM. 6. COMPACT PAVEMENT BY ROLLING TO A MINIMUM OF 95% OF MAXIMUM DENSITY. DO NOT DISPLACE OR EXTRUDE PAVEMENT FROM POSITION. HAND COMPACT IN AREAS INACCESSIBLE TO MECHANICAL ROLLING EQUIPMENT. 7. PERFORM ROLLING WITH CONSECUTIVE PASSES TO ACHIEVE EVEN AND SMOOTH FINISH WITHOUT ROLLER MARKS. <N> 6' CHAIN LINK FENCE EXISTING GROUND TYP I 4' WHITE TRAFFIC STRIPE, TYP 0 TYPICAL BIKE TRAIL SECTION WITH PAVED SHOULDERS N.T.S. PRESERVE <E> CHAIN LINK FENCE PROVIDE SMOOTH TRANSITION -- TO <E> GROUND 1:1 SLOPE MAX t � G I B S 0 N CREEK <N> 6' CHAIN LINK FENCE EXISTING GROUND TYP 1.66' �0.45' TOP DIA CENTER TO CENTER SPACING 0.2'J O 1.66'0.9' BASE DIA O O O 2.35' O APART 2.35' DETECTABLE WARNING SURFACE i,1 TRUNCATED DOME DETAIL N.T.S. B. AC BIKE PATH 2' 2' > CLASS 24' 4. CLASS 2 AGGREGATE AGGREGATE PRESERVE <E> CHAIN LINK FENCE BASE BASE FINISH I PROVIDE SMOOTH TRANSITION GRADE, TO <E> GROUND TY'P 1:1 SLOPE MAX 1x y i 0.25' AC PAVEMENT �1 G 1 B S 0 N ~ CREEK 0.80' CLASS II AGGREGATE BASE TYPICAL BIKE TRAIL SECTION WITH AB SHOULDERS N.T.S. n 4 to O E w o u < a I— 'o ZZ < o UNa o • o S ; < 3 � N Lu L m Il' 7 w 0 x U as e< 0 O in x Q U LI OZ w O CLv Z W Oy �a U u � 2 tY� ¢< v�i� YU Z Q LL 0 s Lu O < X J Z 00 U I w U O; Z y O ]L U O DRAWN JDB CHECK WJC APPROVED WJC DATE 1/21/14 JOB NUMBER 61;83.13 SHEET G1.2 document and the leas end demgn incorporated here n, as an mstrument of proless anal sere, is the properly of LACO Associates antl shall not he reused in whole or Dart for any other project +� W= �6+1 wr lten author zalwn / r.Jt- LEGEND: R RECORD DATA PER CASE 2, DRAWER 9, PAGE 39 MENDOCINO COUNTY RECORDS. (:' '---12+00 -4 C3_t 3+00-- +-7+00• _, 00 L1 C2---- --___` 11+50 C y� - -x- -x'--'+I-- Tc = x- - x - x a- x x = 6+00- 50 i \ C P / ,,.��i _ 9+00 +00' /I��x / X 17� \ 9+50 +00 -10+00 �0+50 -- x X ,x 1. THE BEARINGS FOR THIS SURVEY ARE BASED ON FOUND MONUMENTS THAT ESTABLISH THE SOUTH LINE OF THE UKIAH UNION ELEMENTARY SCHOOL DISTRICT PROPERTY AS SHOWN ON THE RECORD OF SURVEY FILED IN CASE 2, DRAWER 9, PAGE 39, MENDOCINO COUNTY RECORDS, SAID MONUMENTS ARE SHOWN HEREON AS 8 AND 9. 2. THE BENCHMARK FOR THIS PROJECT IS BENCH MARK R5 AS DESCRIBED ON THE FEMA FIRM MAP, PANEL NUMBER 060186-0001E. THIS BENCH MARK IS DESCRIBED AS TOP OF THE FIRE HYDRANT ON THE WEST SIDE OF OAK MANOR DRIVE, 52 YARDS NORTH OF INTERSECTION OF MOHAWK DRIVE AND OAK MANOR DRIVE AND GOBS[ STREET INTERSECTION. ESTABLISHED BY CITY OF UKWi ELEVATION 593.76' NGVD. 3. UTILITIES SHOWN HEREON HAVE BEEN LOCATED FROM VISIBLE SURFACE EVIDENCE. THEREFORE LACO ASSOCIATES ASSUMES NO LIABILITY FOR THE LOCATION OR EXISTENCE OF UTILITIES THAT MAY NOT HAVE BEEN VISIBLE AT THE TIME OF THIS SURVEY. THIS SURVEY DID NOT LOCATE UNDERGROUND UTILITIES, LACO ASSOCIATES MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN HEREON ARE A COMPREHENSIVE REPRESENTATION OF ALL UTILITIES WITHIN THESE MAPPING LIMITS, EITHER IN SERVICE OR ABANDONED. 4. THIS IS NOT A BOUNDARY SURVEY. THE INFORMATION SHOWN HEREON WAS COMPILED FROM CASE 2, DRAWER 9, PAGE 39 OF MAPS LOCATED AT THE MENDOCINO COUNTY SURVEYORS OFFICE. A 9 ill GRAPHIC SCALE MEASURES 1 INCH ON FULL-SIZE PLANS. # n d Q rn 0 W u Q "m � o Z u Q a UN� u • a 2 ; Q 3 Y 7 h • n JY Lu oc Lu 0 I ]L U Z 4 ` � I S I I 1 H U Lu 0 rkf0- Z 0 F- 2 u� _ � d Q Q N0 1z U Q L L _ u Og J >- F_ Q> U 0 Z Q Y Q 0 DRAWN JDB CHECK VVJC APPROVED WJC DATE 1/21/14 JOB NUMBER 6$$3,13 SHEET G1.3 CL BIKE PATH NUMBER RADIUS LENGTH LINE/CHORD DIRECTION L1 DESCRIPTION 141.56 S51' 52' 33.09'E C1 150.00 7.78 S53' 21' 43.33'E L2 9220.24 11.61 S54' 50' 53.56'E C2 50.00 20.66 S66' 41' 17.28'E L3 591.5 4.41 S78' 31' 41.00'E C3 80.00 35.78 S65' 42' 58.99'E L4 5 64.72 S57 54' 16.97'E C4 150.00 42.68 S44 45' 10.32'E L5 6025.89 20.48 S36' 36' 03.67'E C5 150.00 14.64 S3W 23' 46.42'E L6 3/4' IRON PIPE, NO PLUG 75.47 S47 11' 29.17'E C6 150.00 34.59 S48' 49' 02.34E L7 9564.11 40.37 S55' 26' 35.51'E C7 150.00 62.88 S43' 26' 05.76'E LB 77.76 S31' 25' 36.01'E CB 150.00 18.26 S27 56' 19.03'E L9 362.59 S24' 27' 02.05'E C9 50.00 81.64 S71' 13' 45.33'E L10 43.90 N61' 59' 31.39E CIO 100.00 33.41 N71' 33' 47.91'E C11 50.00 25.61 S84' 11' 22.10E LI1 1.05 369' 30' 48.28'E C12 50.00 22.73 S82- 32' 08.90'E L12 5.27 NBA' 26' 30.49'E ill GRAPHIC SCALE MEASURES 1 INCH ON FULL-SIZE PLANS. # n d Q rn 0 W u Q "m � o Z u Q a UN� u • a 2 ; Q 3 Y 7 h • n JY Lu oc Lu 0 I ]L U Z 4 ` � I S I I 1 H U Lu 0 rkf0- Z 0 F- 2 u� _ � d Q Q N0 1z U Q L L _ u Og J >- F_ Q> U 0 Z Q Y Q 0 DRAWN JDB CHECK VVJC APPROVED WJC DATE 1/21/14 JOB NUMBER 6$$3,13 SHEET G1.3 POINT TABLE POINT i DESCRIPTION ELEVATION NORTHING EASTING 1 SPIKE 597.4 6053.50 9220.24 2 MAG NAIL AND SHINER 599.2 6033.56 9172.59 3 SPIKE 591.5 5902.17 9305.62 4 SPIKE 592.2 5682.71 9537.22 5 SPIKE 593.7 5296.92 9732.80 6 CL 1+00 6025.89 9186.46 7 CL 10+00 5341.93 9730.49 6 3/4' IRON PIPE, NO PLUG 5705.71 9968.53 9 3/4' IRON PIPE, NO PLUG 5667.64 9564.11 ill GRAPHIC SCALE MEASURES 1 INCH ON FULL-SIZE PLANS. # n d Q rn 0 W u Q "m � o Z u Q a UN� u • a 2 ; Q 3 Y 7 h • n JY Lu oc Lu 0 I ]L U Z 4 ` � I S I I 1 H U Lu 0 rkf0- Z 0 F- 2 u� _ � d Q Q N0 1z U Q L L _ u Og J >- F_ Q> U 0 Z Q Y Q 0 DRAWN JDB CHECK VVJC APPROVED WJC DATE 1/21/14 JOB NUMBER 6$$3,13 SHEET G1.3 REUSE Or DOCUMENTSTh.s document and the Ides and demgn .neorpwated herpn, as an mstrumenl of profesvottall service, is the property of LACO Associates old shot not be reused n whole or part for any other protect ,,th-t LACO Assxwtls -itten o,thor.z•at*n <N> FENCE CONNECT <N> CHAIN LINK FENCE DAYLIGHT, TYP TO <E> CHAIN LINK FENCE ® OAK MANOR SCHOOL <E> PATH 4" WHITE STRIPE r f IIFSTA PROTECT <E> TREE, TYP 1+ END 2• AB SHOULDER \ BEGIN 2' PAVED SHOULDER •.,,�I 545 % PRESERVE <E> FENCE, TYP �---._..... iii f - e Q <E> 4. OAK TO REMAIN2' ' - — -I - - - - Y R=150' -- - STA 1+10 R1-1 / • _ 595 R=150' 592 GIBS CREEK R-1�' - - v - --- -- / I � - - ?e - R-150'-- ------------ -- - -�_ -- -- - - - 592 -- 596 - R-80' 595 R=150' x 592 — / x 12. MANOR OAKS ' 592 x � x x MOBILE ESTATES <E> J 595..—'I x x SPEED YIELD 1e' PLAN FOOTBRIDGE yi x x LIMITTD SCALE: 1" = 20' x 18' PEDS STA 1+70 CONTOUR INTERVAL = 1' MATCH <E> ASPHALT SURFACE R9-6 STA 1+30 R2-'1 670 670 660 660 650 I _---_... 650 I 640 640 630 630 620 620 610 MATCH <E> ASPHALT SURFACE I EXISTING GROUND 610 600 -1.34x I O.Box I -0.06x 600 sao � saD FINISH GRADE O 580 580 570 EXISTING GROUND FINISH GRADE 570 560 43v 0P, tn� a� a� +F m --- n� m� mm n� H� emo Nm 560 �- n 10 16 Old 1 OI � m 2 m- N ° Y7 1f) IN 00 N If1 N .0 ON 0, d7 N < Y'7 04 N1a O n ul 1+r,'at} 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 6+70 PROFILE I-� ORAF SCALE PLANE. INCH SCALE: 1" = 20' HORIZ. 1" = 20' VERT. OI C FULL-SIZE and the .deas and demgn inco,porated here.n, as an instrument of profeas•ono sernce is the property of TACO Assoc,ates and shall not be reused in whole or port for any other project without LACO Associates .ripen puthormt— SPEED m LIMIT OPROTECT <E> TREE, TYP STA 7+50 R2-1 �Y Sys �"`W.� _ •..w..,� <E> PATH—fjplll -R-150'` 591 \ x x v Sy0\ Jr _ � /xT 5g0 <E> FENCE, TYP J x \ \ k \ x 651 641 631 621 1611 601 a' 591 E 581 2 571 �L - EXISTING GROUND FINISH GRADE O q f� n N —0.607E EXISTING GROUND —\ i r FINISH GRADE iD th m N N N r, n „ N d PLAN SCALE: 1"= 20' CONTOUR INTERVAL = 1' a <N> STRIPING AND - NO PARKING PAVEMENT MARRING t2+45 �Of PROJECT — N3 TRUNCATED DOMES G1.2 5g3 � X X REMOVE <E> PLAYGROUND AMENITIES (3) 60't REINFORCED CONCRETE PIPE COLLARS i i I I MATCH <E> ASPHALT SURFACE —.. _... -_. —0.52% I I to ciN 600 590 580 570 2,+uu i+SU tJ+UU 6+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 �� 12+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 �� 12+455 PROFILE GRAPHIC ECALE��MEAE--UIIREE 1 INCH SCALE: 1" = 20' HORIZ. I"= 20 VERT. ON FULL-SIZE PLANS. N O o: Q f— o Z o UNO 0 • a Q 3 Y • N fJLu G w 0 U Q i O x 0 z H U w 0 w CL Zv Q N 0i O Q N .+p NZ U Z W O Y. O Q UOQ U �Q w zz O� Q Y Q O DRAWN JDB CHECK WJC APPROVED WJC DATE 1/21/14 JOB NUMBER 6883.13 SHEET Cl.l document old the Meas old demgn incorporated herein. as an instrument service. is the property of UCO Associates and shoo not be roused M has or port lar any other pmt«t rthout UCO Assocales rnllen aulhorzat— 3'-0' SETBACK I (SEE NOTE 4) SILT FENCE TOE OF SLO SEE TRENCH WOOD POST SECTION A -A TEMPORARY SILT FENCE PANEL A PANEL 8 LAI I r ___DIRECTION OF FLOW PERSPECTIVE SILT FENCE PANELS AT JOINTS WOOD POST STAPLE PANEL 8, NOTES: WJC OPENING (SEE 1. INSTALL TEMPORARY SILT FENCE BY FIRST DIGGING TRENCH, DRIVING PANELAM7 5'-0' MIN MAX POSTS, PLACING AND SECURING FABRIC. THEN BACKFILL AND TAMP. 6883.13 2. REACH LENGTH NOT TO EXCEED 500 FEET. SE -1 SILT FENCE C1.2 3• THE DOWN STREAM END OF THE TEMPORARY SILT FENCE SHALL SILT FENCE HAVE THE LAST 8' ANGLED UP SLOPE. FABRIC g � A PLAN 4. SETBACK DIMENSIONS MAY VARY TO FIT FIELD CONDITIONS, SE -5 FIBER ROLL POST AT JOINTS 5 LAP AND FENCETOFOLD AROUND H POSPOST TO RN. ABRCFWITHI PLAN ONE FULL TUTS SECURE 4 FOR EACT. TEMPORARY SILT FENCE 6. POSTS SHALL BE DRIVEN TIGHTLY TOGETHER TO PREVENT POTENTIAL <N> BIKE PATH SE -1 TYPICAL SILT FENCE DETAIL FLOW—THROUGH OF SEDIMENT AT THE JOINT. THE TOPS OF THE POSTS - O WOOD SHALL BE SECURED TO EACH OTHER WTH WIRE. _ SILTFENCE POST 7. FOR EACH END POST, FENCE FABRIC SHALL BE FOLDED AROUND TWO FABRIC POSTS ONE FULL TURN AND SECURED WITH 4 STAPLES. (SEE NOTE 7) B. MINIMUM OF 4 STAPLES SHALL BE INSTALLED PER POST. DIMENSIONS STAPLE SHOWN ARE TYPICAL PLAN 9. MAINTENANCE OPENINGS SHALL BE CONSTRUCTED IN A MANNER TO ENSURE THAT SEDIMENT IS RETAINED BY THE TEMPORARY SILT FENCE END POST DETAIL G I B S 0 N 10. JOINT SECTIONS SHALL NOT BE PLACED AT SUMP LOCATIONS. CREEK -STAPLE SPACING 11. HYDROSEED ALL DISTURBED AREAS UPON COMPLETION OF PROJECT. 1(i' DIA �]-1 I+ ---I STAPLE DETAIL (SEE NOTE 8) SECTION TRENCH DETAIL SILT FENCE FABRIC WOOD AN POST FENCE ANGLED UP SLOPE (SEE NOTE 3) al F1 Exc mal W01111112 TYPICAL EROSION CONTROL DETAIL N.T•.S. SE -5 TYPICAL FIBER ROLL INSTALLATION DETAIL N.T.S. I� GRAPHIC SCALE MEASURES 1 INCH ON FULL-SIZE PLANS. DRAWN JDB CHECK WJC OPENING (SEE SEE END POST DETAIL A 5'-0' MIN MAX SILT FENCE FABRIC 6883.13 SHEET C1.2 TOE OF SLOPE g � A PLAN TEMPORARY SILT FENCE SE -1 TYPICAL SILT FENCE DETAIL N.T.S. SECTION TRENCH DETAIL SILT FENCE FABRIC WOOD AN POST FENCE ANGLED UP SLOPE (SEE NOTE 3) al F1 Exc mal W01111112 TYPICAL EROSION CONTROL DETAIL N.T•.S. SE -5 TYPICAL FIBER ROLL INSTALLATION DETAIL N.T.S. I� GRAPHIC SCALE MEASURES 1 INCH ON FULL-SIZE PLANS. DRAWN JDB CHECK WJC APPROVED WJC DATE 1/21/14 JOB NUMBER 6883.13 SHEET C1.2 document and the .seas one deegn ncorpo,ated here,, as an instrument of prpleesoao semce. is the properly of LACO Associates one shall not Ee reused in wtwle or part rot any other project without UCO All—t- written ..th z t- 4+00.00 BOG � n 4 t Q V) 0C) E � o V Q O f"' 0 Z BGG 590 800 --- --------------------- W w ----- iai o: d, 0 590 f[.7 BOG U Lu O — cao 3+00.00 2+00.00 4+50.00 3+50.00 2+50.00 600 590 582 SECTIONS SCALE: 1" = 10' HOIRZ. 1" IS 10 VERT. 1+50.00 1" GRAPHIC SCALE 1 INCH ON FULL-SIZE PLANE. � n 4 t Q V) 0C) E � o V Q O f"' 0 Z Q O 0 UN� .o =3 Q; 800 • u o --------------------- W w 0 u iai o: d, 0 BOG U Lu O — — z O 500 U = Q Q U V)iz z0 590 581 w= N } JL J Q U w wl 4+50.00 3+50.00 2+50.00 600 590 582 SECTIONS SCALE: 1" = 10' HOIRZ. 1" IS 10 VERT. 1+50.00 1" GRAPHIC SCALE 1 INCH ON FULL-SIZE PLANE. � n 4 t Q V) 0C) E � o V Q O f"' 0 Z Q O 0 UN� .o =3 Q; Y 0 • u o W w 0 u iai o: d, 0 U Lu O CL z O U = Q Q U V)iz z0 oG OQ w= N } JL J Q U w E— w O z Q Q O DRAWN JDB CHECK WJC APPROVED WJC DATE 1/21/14 jOB NUMBER 6883.13 'HEET C3.0 document and the Gene and desgn incorporated herein. os on instrument of professional service, is the properly of UCO Associates end shall not be reused in whole or port for any other project viItho,t LACO Assoawtes written aalh,—hon. E00 EOO 590 seo seo 8+00.00 7+00.00 900 900 590 — ------------390 591 591 6+00.00 900 590 E00 590 900 590 590 - J(Of1 — EOG EOG 590 590 900 590 E00 590 (M - J(Of1 7+50.00 SECTIONS SCALE: 1" = 10' HOIRZ. 1" = 10 VERT. 1 rr GRAPHIC SCALE 1 INCH ON FULL41ZE PLANS. r Q to O e Ex o � o t— a z u Q o U N o o • o Q 3 Y 7 0 • JujYm W S U 0 U Lu I O IL z O U = vviz �U z0 LL_ �u O¢ U h— O z Q Y Q O DRAWN JDB CHECK WJC APPROVED WJC DATE 1/21/14 JOB NUMBER 6$$3.13 SHEET C3.1 eoo - --- EOG 590 --'' 590 391 591 6+50.00 ew 890 — r\ -------'' 900 590 set set 5+50.00 SECTIONS SCALE: 1" = 10' HOIRZ. 1" = 10 VERT. 1 rr GRAPHIC SCALE 1 INCH ON FULL41ZE PLANS. r Q to O e Ex o � o t— a z u Q o U N o o • o Q 3 Y 7 0 • JujYm W S U 0 U Lu I O IL z O U = vviz �U z0 LL_ �u O¢ U h— O z Q Y Q O DRAWN JDB CHECK WJC APPROVED WJC DATE 1/21/14 JOB NUMBER 6$$3.13 SHEET C3.1 TNs document and the dens and desegn nco,pwcted here.,, as an nst—ent of profes—nal service, is the property of UCO Associates and shall not be reused n whole or part for any other RDo � WJC —_—_—_—_ --- _ ----------------------------- JOB NUMBER 6883.13 GOD tz TYP Roo SR0 `�'— 590 so SRO R( 59 w 12+00.00 5. - ,.... _ _ _ . J— . _ - y _.. _ - CHECK WJC APPROVED WJC DATE 1/21/14 JOB NUMBER 6883.13 GOD tz TYP — ----- `�'— 590 -- 590 s•n 11+ 0.00 10+00.00 9+00.00 EG. 7YP DAYLIGHT 1:1 TYP FINISH GRADE TYP Assocwles written aulhor—t- 11 +50.00 10+50.00 SECTIONS SCALE: 1" = 10' HOIRZ. 1" = 10 VERT. 9+50.00 1 '• GRAPHIC SCALE MEASURES 1 INCH ON FULL-SIZE PLANS. q h Oae 2 � 49 Q 0 N O E O Q z UNm 0 .o __; Q 3 Y 0 • J Y OC uiW Cl U z 4 r 0 `a x H U Lu I O w D_ z O U = V z = U z0 LL = 0- 0 < —i } � ¢ U O z O DRAWN JDB CHECK WJC APPROVED WJC DATE 1/21/14 JOB NUMBER 6883.13 § tz TYP C3.2 _ ` 590 9+00.00 EG. 7YP DAYLIGHT 1:1 TYP FINISH GRADE TYP Assocwles written aulhor—t- 11 +50.00 10+50.00 SECTIONS SCALE: 1" = 10' HOIRZ. 1" = 10 VERT. 9+50.00 1 '• GRAPHIC SCALE MEASURES 1 INCH ON FULL-SIZE PLANS. q h Oae 2 � 49 Q 0 N O E O Q z UNm 0 .o __; Q 3 Y 0 • J Y OC uiW Cl U z 4 r 0 `a x H U Lu I O w D_ z O U = V z = U z0 LL = 0- 0 < —i } � ¢ U O z O DRAWN JDB CHECK WJC APPROVED WJC DATE 1/21/14 JOB NUMBER 6883.13 SHEET C3.2 EXHIBIT': WHEN RECORDED RETURN TO: CITY OF UKIAH CITY CLERK 300 SEMINARY AVENUE UKIAH, CA 95482 2015-00654 RIcorded at the request of: CTY OF UKIAH 01/12/2015 02:29 PM Fee: $0 Pgs: 1 of 6 OFFICIAL RECORDS Susan M. Ranochak — Clerk—Recorder Mendocino County, CA EASEMENT GRANT DEED The u dersign declares that the documentary transfer tax is $ 0.00 r16 ee pur5vant -{o 60V. Cotte Sec. 6103. Value ess ii,,ah tloo. ❑ Computed on full value of the interest or property conveyed, or is ❑ Computed on the full value less the value of liens or encumbrances remaining thereon at the time of sale. The interest or property conveyed is located in the City of Ukiah FOR VALUABLE CONSIDERATION, receipt of which is hereby acknowledged Ukiah Unified School District, a California Unified School District GRANT (S) TO THE CITY OF UKIAH, A MUNICIPAL CORPORATION An easement on, over and under the real property of Grantor for construction, reconstruction, inspection, improvement, operation, maintenance, repair, and replacement of a public right of way for pedestrian and bicycle use only and for related facilities, including, but not limited to, pavement, fencing, storm drains, planting strips, trail lighting, and landscaping. The easement includes the right to trim trees and other vegetation that is located within or encroaches upon the easement. This Easement is subject to the Access and Maintenance Agreement, dated rQ0, 2 , 2014, which is on file with the Grantor and the Grantee and which is incorporated herein. The easement is located on Grantor's property; and is more particularly described as follows: SEE EXHIBIT "A" ATTACHED HERETO AND BY REFERENCE MADE A PART HEREOF. Ukiah Unified School District Board of Education By: ' Date: Its: `;U1{�)/�; State of California ) CALIFORNIA ALL-PURPOSE County of Me Q inn ) CERTIFICATE OF ACKNOWLEDGMENT On —�)Llt before me, (here insert name and title of the officer) personally appeared who proved to me on the basis of satisfactory evidence to be the personKwhose name,(&Ai-e- subscribed to the within instrument and acknowledged to me that sh executed the same in /h theiY authorized capacity(iK, and that by /he brasir signatureKon the instrument the persor),( , or the entity upon behalf of which the person{) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official Signature 0 _ seal. OPTIONAL INFORMATION ANNA C. WEBB ho Commission # 1969411 Z'+ Notary Public - California i Mendocino CountyIt M Comm. Expires Feb 12, 2016 (Seal) Although the information in this section is not required bylaw. it could prevent fraudulent removal and reattachment of this acknowledgment to an unauthorized document and may prove useful to persons relying on the attached document. Description of Attached Document The preceding Certificate of Acknowledgment is attached to a document I_Method of Signer Identification _ titled/for the purpose of C(�_ —� Proved to me on the basis of satisfactory evidence: --® forms) of identification `; credible witness(es) Notarial event is detailed in notary jour I on: containing `"f pages, and dated 3 \ �1` Page 4 3 _ Entry # - ---- --- The signer(s) capacity or authority is/are as: Notary contact: Individual(s) Other Attorney -in -Fact AddiuonaiSigner(siSigner(s)Thumbprint;s) Corporate Officer(s) ------- _—___----_--_-- - L Guardian/Conservator Partner - Limited/General Trustee(s) Other: representing:-_�C�_lrv��ec�1_� Name's', o° ow(s; or F .ty' es) goer is Rer ,� n,iag 0 _ooyr ght 2007-29! 2 Notary Rotary, n= ^O Box 41400 Des btow_i _A X0311 -0507_ AH AIghts Reser-,ed_ Par- Njmbe- 10.772. Please cor'aa lour Authorized Reseller to purchase cooles or this toren_ CERTIFICATE OF ACCEPTANCE This* to certify that the interest in real property conveyed by the Easement Grant Deed dated 3 %k a tk 4 from Ukiah Unified School District to the City of Ukiah, general law municipal corporation, is hereby accepted by order of the undersigned officer on behalf of the City Council pursuant to authority conferred by resolution of the City Council adopted on February 1, 1961, and the Grantee consents to recordation thereof by its duly authorized officer and agrees to be bound by the terms of such Easement Grant Deed. This document is presented for recordation by the City of Ukiah pursuant to Section 27281 of the Government Code. By:L_. ane Chambers, City Manager Date: ///x.116- ACKNOWLEDGMENT 16 - ACKNOWLEDGMENT State of California ss. County of keytG(OC.tvi- o ) On 7A-ry'l L" y iZ)— , av fLt before me, 1Cf Pvl-= f- AD C Notary Public, personally appeared Jane Chambers, who proved to me on the basi of satisfactory evidence to be the personM whose name(are subscribed to the within instrument and acknowledged to me that he612%R/they executed the same in hisC/their authorized capacity(ler,), and that by hi e Itheir signatures on the instrument the personA or the entity upon behalf of which the person(, acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal KR►STINE ROBIN LAWLER COMM. #1998485 a Signature Notary Public - Califomia _ Mendocino County ° Comm.' es Nov. 17, 2016 EXR)B)T "A" All that real property situated in the city of Ukiah; County of Mendocino, State of California, described as follows; Commencing at an iron pipe being at the intersection of the South line of the Ukiah Elementary School District's property as described in Book 463, Page 507 of Official Records of Mendocino County, with the Westerly line of Oak Manor Drive as shown on the Record of Survey filed in Map Case 2, Drawer 9, Page 39, Mendocino County Records; Thence along said South line, South 84028152" West, 406.48 feet to an iron pipe on the East line of the 35 foot wide easement shown on said Record of Survey, being the True Point of Beginning: a point on a non -tangent curve concave southwesterly, having a radius of 359.57 feet and to which a radial line bears North 53°37'38" East; Thence along said East line, northwesterly a distance of 66.12 feet along said curve, through a central angle of 10°32'08" to a reverse curve concave northeasterly, having a radius of 832.50 feet; Thence northwesterly a distance of 113.58 feet along said curve, through a central angle of 7°49'00" to a reverse curve concave southwesterly, having a radius of 590.36 feet; Thence northwesterly a distance of 137.61 feet along said curve, through a central angle of 13°21'20"; Thence North 52°26'50" West, a distance of 221.53 feet to the West line of said Ukiah Elementary School District's property; Thence along said West line, North 5°31'08" West, a distance of 15.54 feet; Thence South 54°50'54" East, a distance of 88.22 feet to the beginning of a curve concave northerly, having a radius of 42.00 feet: Thence easterly a distance of 17.36 feet along said curve, through a central angle of 23140'47'; Thence South 78°31'41" East, a distance of 4.41 feet to the beginning of a curve concave southwesterly, having a radius of 88.00 feet: Thence southeasterly a distance of 39.35 feet along said curve, through a central angle of 25°37'24'; Thence South 52°54'17" East, a distance of 64.72 feet to the beginning of a curve concave southwesterly, having a radius of 158.00 feet: Thence southeasterly a distance of 44.96 feet along said curve, through a central angle of 16°18'13 Thence South 36°36'04" East, a distance of 20.48 feet to the beginning of a curve concave northeasterly, having a radius of 142.00 feet; Thence southeasterly a distance of 13.86 feet along said curve, through a central angle of 5°35'25"; _SiaZag_ , 'dx3 ce6L 'ON 'Ci)l 11 r 311 ({ _.S_-I•c( ` l,1V l 'A dil!tld "OU ILIU123q JO luiod 3n.1,{, 3L11 01 133] I L EZJO 33UUIS1P 0'1s3M ,Z5,8Zo#78 gm05 `3U11 L111105 pies c'RUO(e 33U3LLL `,r,1-13doid s,1O1.11s1CI 100L{OS ,4ae1U31L13{g L11311A PtUS J0 3Ln( g1110S pies 3t(1 01133} SZ'S9 d0 OOuejS1P e `1Se3 „gE,SZ, [ E L11110S 33U3t1.1 65,00at?ZJo a{due (ea1u3O e gc?nOJL(1'3A.1113 pies &1Ole 1333 EZ -993O 33L1e1Sip e XIJOIse3Ll1n0s 33LI34_L :1303 00'85I 3o snipui E BUTAeq 'XlJ31s3ML(1110s 3AeOLI03 3A.1113 e J0'OUiuUl�R3q Sip o1133J LE-Ot JO 00uuls'P U'lseA ,9E,9ZoSS Lj1110S 33U31{ L .-901S 1 {0 3{$ue (e11u3O e t{molt{t 'anlnO pies iQiUU(B 133j f,g'ZEjO 33Ue1Slp e X( 1315e31(1110S 33113111. '103J 00'Zt7l 1O snipe.l e'UTAeLI',t{.131Se31{UOU OABOU00 3AII10 72JO au1uui23q 31{1 o1 13o{ Lt, -9L J0 3Ouels1P e `1Se9 ,,6Z, l l.Zt t{1noS 3OLMIJ• III BIT A V. TA ��O WEST LINE OF 463 O.R.I * LIC. (Vi3.7825 507 AS SHOWN ON R11. 1 31 .Z° iv �.. ",�.. CA = 0 50' 100' 200' SCALE: 1"=100' S��'.`.': ":'• C6' UKIAH UNION ELEMENTARY L5 SCHOOL DISTRICT APN: 179-061-07 \`•'.. �> 463 O.R. 507 MANOR OAKS MOBILE HOME ESTATES, LLC. APN: 179-050-05 \_".' cl L7 :•' 35' WIDE EASEMENT SHOWN AS ' PARCEL 7 PER R1. DEDICATED C� TO THE CITY OF UKIAH PER 737 O.R. 630. SOiBT IRON P1?E AT THE I5 7 ANDT!TH OF THE--� » SCUTH UNE OF 463 C.R. 507 AND THE. EAST--------- LINE OF PARCEL 7 PER R1. `��` LEGEND POC POINT OF COMMENCEMENT TPOB TRUE POINT OF BEGINNING O.R. OFFICIAL RECORDS EASEMENT AREA R1 MAP CASE 2, DRAWER 9, PAGE 39, MENDOCINO COUNTY RECORDS. POC: IRON ?IPE AT THE INTERSECTION OF THE SOUTH LINE OF 463 O.R. 507 AND D THE WEST RIGHT-OF-WAY OAK MANOR DRIVE PER RI, D � Z �,._ O N\ w S8 2a 8 �2"`N 406"48' �P CITY OF UKIAH \ APN: 179-050-08 463 O.R. 507 LINE TABLE CURVE UNE # BEARING DISTANCE L'. 12 !__N5-_31' 08'W S54- 50' 54'E 15.54' ( 88.22' L3 S78' 31' WE 4.41' L4 S52- 54` 17"E 64.72' LS S36' 36' 04"E 20.48' L6 I S42- 11' 29"E 75.47' L7 555' 26' 36"1 40.37' L8 ,5 S31' 25' 36"E S84' 28' 52 ti 65.25' 25.21' POC: IRON ?IPE AT THE INTERSECTION OF THE SOUTH LINE OF 463 O.R. 507 AND D THE WEST RIGHT-OF-WAY OAK MANOR DRIVE PER RI, D � Z �,._ O N\ w S8 2a 8 �2"`N 406"48' �P CITY OF UKIAH \ APN: 179-050-08 463 O.R. 507 EASEMENT EXHIBIT FOR THE CITY OF UKIAH BEING A PORTION OF LOTS 24 AND 29 OF HEALY'S SURVEY AND MAP OF YOKAYO RANCHO IN THE CITY OF UKIAH PREPARED BY LA❑❑ eil RE<A • UK:AH • SAN"A ROSA #6883.13 JANUARY 2014 C. m CURVE TABLE CURVE #1 t LENGTH i RADIUS DELTA Cl 66.12' 359.57' 10- 32' 08- C2 ' 13.58' ! 832.50' I 7' 49' 00" C3 1 137.61' ; 590.36' 113' 21' 20" C4 17.36' 42.00' 23' 40' 47" C5 39,35' + 88.00' 25' 37' 24" C6 44.96' 158.00' 16' 18' 13" C7 13.86' ! t 42.00' ( 5' 35' 25" C8 C9 32.84' 142.00' 13' 15' 06" - -- _ -- 1 66.23' '58.00' 24 CC' 59'. EASEMENT EXHIBIT FOR THE CITY OF UKIAH BEING A PORTION OF LOTS 24 AND 29 OF HEALY'S SURVEY AND MAP OF YOKAYO RANCHO IN THE CITY OF UKIAH PREPARED BY LA❑❑ eil RE<A • UK:AH • SAN"A ROSA #6883.13 JANUARY 2014 C. m