HomeMy WebLinkAboutResolution No. 6595 (Areas 13 and 19 Paramedic Services)· .--
RESOLUTION NO. 6595
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SAN RAFAEL
RATIFYING JOINT POWERS AGREEMENTS BETWEEN THE CITY OF SAN
RAFAEL AND COUNTY SERVICE AREAS 13 AND 19
THE CITY COUNCIL OF THE CITY OF SAN RAFAEL RATIFIES the Joint
Powers Agreements dated 9 August 1983 between the City of San
Rafael and County Service Areas 13 and 19, for Advance Life Support
and Basic Life Support services (Paramedic Services).
I, JEANNE M. LEONCINI, Clerk of the City of San Rafael, hereby
certify that the foregoing resolution was duly and regularly
introduced and adopted at a regular meeting of the City Council
of said City held on Monday, the fifteenth day of August, 1983,
by the following vote, to wit:
AYES: COUNCIL~illMBERS: Breiner, Frugoli, Jensen, Miskimen & Mayor MulryaI
NOES: COUNCILMEMBERS: None
ABSENT: COUNCILMEMBERS: None
JE~~. LEONCI~erk
IGINAL
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JOINT POWERS AGREEMENT
THIS AGREEMENT, made and entered into this 1 //-"' day of ~: L ,}, S -,
1983, by and between COUNTY SERVICE AREA 1113 OF THE COUNY OF MARIN,
hereinafter referred to as "Area", and the CITY OF SAN RAFAEL, hereinafter referred
to as "Contractor".
WITNESSETH:
For and in consideration of the mutual promises and covenants hereinafter
contained, the parties hereto do hereby agree as follows:
Section 1: Contractor shall provide advance life support and basic life support
emergency ambulance service to the residents of Area as described in Exhibit A atta=hed
hereto and by this reference incorporated herein.
Section 2: In consideration of the provision of such services without charge to the
residents of Area, Area will pay Contractor as follows:
a} For fiscal year 1982-83, Area will pay Contractor the sum of $12, for
each single-family dwelling unit within the boundaries of Area. It is
understood that actual cost to Contractor for provision of paramedic
service to Area for fiscal year 1982-83 is $16.40 per single-family
dwelling unit. It is further understood that said sums include the (.50)
per parcel service charge of the County of Marin.
b} For fiscal year 1983-84, Area agrees to pay Contractor an amount per
single-family dwelling unit which represents the actual cost of
providing service for fiscal year 1983-84 plus a $4.40 per dwelling unit
deficit from 1982-83, said sum not to exceed $21 per dwelling unit
within the boundaries of Area. If said sum exceeds $21, the amount in
excess of $21 shall be added to the subsequent years payment until the
$4.40 deficit has been completely repaid.
c} For fiscal year 1984-85 and all subsequent fiscal years, Area agrees to
pay Contractor a sum per single-family dwelling unit within the
boundary of Area which equals the actual cost of providing paramedic
service plus any remaining balance on the $4.40 deficit with the
exception that in said years the total payment to Contractor per
dwelling unit within Area shall not exceed $21.
Section 3: As used in all sections of this Agreement, the clause "actual cost of
providing service" shall be as jointly agreed by Contractor and Area after at least one
meeting to be held no later than June I of each year and to be finalized by August I and
shall be calculated in accordance with the criteria listed in Exhibit B attached hereto and
by this reference incorporated herein.
Section 4: This Agreement shall continue in full force and effect through June 30,
1987. No later than May 1, 1986, Contractor agrees to meet with Area to negotiate
services provided and sums payable to Contractor for fiscal year 1987-88 and beyond.
IN WITNESS WHEREOF, the parties hereto have set their hand the date and year
first above written.
COUNTY SERVICE AREA 1113
BY~~
"Area"
ATTEST:
CITY OF SAN RAFAEL
P ~~ f . C!cf-:~
"Contractor" MAYOR
ATTEST:
~Jt..~ ... ;-.-: CITY CLERK
Exhibit A -
COUNTY SERVICE AREA #13
Beginning at the most northerly corner of Parcel: "E" as
shown on the map of Lucas Valley Unit Four recorded in Book 11
of Maps at Page 69; Marin County Records running thence north
17°30' east to a point in the northerly exterior boundary line
of the San Pedro Santa Margarita y Las Gallinas Rancho, 'where
the said line is intersected by a fence; thence along said Rancho
line, south 76° east, 1650 feet; more or less, to a Madrona Tree
blazed and marked nT.M. 18", standing at the northeast corner of
the land of P.W. Riordan, sometimes called the "Wild Cat Ranch",
thence southerly along the westerly line of said Wild Cat Ranch,
to ~/the northeast corner of the Poor Farm Tract first above
.. I
'",.I.
mentioned; from said corner a leaning Oak Tree marked X bears
north 10°44' west, 189.5 feet; thence south 66°55' west, 649
feet along the northerly line of said Poor Farm Tract to a stake;
thence south 0°51'40" east (1°07' Deed) 2118 feet along the
westerly line of said Poor Farm Tract to the most northerly
corner of Lot 406 of Lucas Valley Unit Eight to the most easterly
corner of said Unit Eight; thence leaving said Unit Eight boundary
Slo08'W 408.89 feet to the northerly right of way of Lucas Valley
Road thence northwesterly along said northerly right of way to the
southwesterly corner of Lot 281 of Lucas Valley Unit Four; thence
leaving the northerly right of way of Lucas Valley Road N17°49'E
1335.97 feet to the point of beginning.
Exhibit B
Format for Allocation of Paramedic Services
A. Staffing Pattern. The total staffing required to provide paramedic service shall be
calculated as follows:
1. Agreed upon number of posts times 24 hours times 365 days equals total hours
of coverage required.
2. Total number of hours available per year per employee equals 2,912, less
average annual usage for vacation, sick leave and training equals net hours
available per year per employee.
3. Divide total hours of coverage by net hours available per year per employee
equals the number of staff required to provide this service.
B. Salaries/Benefits. The cost of salaries and benefits shall be calculated as follows:
1. The estimated annual salary for a year plus holiday pay, overtime, retirement,
health/dental coverage, Worker's Compensation, uniform allowance, and
educational incentive equals the total annual cost per employee.
2. Total annual cost per employee times number of staff required to provide the
service from Section A above equals total salary and benefit cost.
C. Auxiliary Staff. Overhead costs applicable to auxiliary staff may be charged
provided that the City documents the percentage of each auxiliary staff's total
time spent on the paramedic program. Such auxiliary staff costs shall be calculated
as follows: Percentage of time spent by each staff member times the annual salary
plus benefits of that staff member.
D. Services and Supplies. A line item expenditure listing for all services and supplies
for the coming fiscal year shall be supplied by City along with the actual and
estimated expenditures by line item for the current fiscal year.
E. Total Budget for Paramedic Program
1. The total cost for the Paramedic Program shall be calculated as the sum of
the total salary and benefit costs from Section B above plus total auxiliary
costs from Section C above plus total services and supplies costs from Section
D above.
F. The cost per dwelling unit shall be calculated as follows: Total budget for
Paramedic Program times the percentage of CSA 1113 dwelling units are to the
total number of dwelling units for the City of San Rafael, CSA 1119, Marinwood
CSD, and CSA 1113. The number of dwelling unit figures shall be as supplied by the
County Auditor-Controller.
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JOINT POWERS AGREEMENT
THIS AGREEMENT, made and entered into this 9Zrl day of fJ v1c £IS ,-,
1983, by and between COUNTY SERVICE AREA 1119 OF THE COUNTY OF MARIN,
hereinafter referred to as "Area", and the CITY OF SAN RAFAEL, hereinafter referred
to as "Contractor".
WITNESSETH:
For and in consideration of the mutual promises and covenants hereinafter
contained, the parties hereto do hereby agree as follows:
Section 1: Contractor shall provide advance life support and basic life support
emergency ambulance service to the residents of Area as described in Exhibit A attached
hereto and by this reference incorporated herein.
Section 2: In consideration of the provision of such services without charge to the
residents of Area, Area will pay Contractor as follows:
a) For fiscal year 1982-83, Area will pay Contractor the sum of $12, for
each single-family dwelling unit within the boundaries of Area. It is
understood that actual cost to Contractor for provision of paramedic
service to Area for fiscal year 1982-83 is $16.40 per single-family
dwelling unit. It is further understood that said sums include the (.50)
per parcel service charge of the County of Marin.
b) For fiscal year 1983-84, Area agrees to pay Contractor an amount per
single-family dwelling unit which represents the actual cost of
providing service for fiscal year 1983-84 plus a $4.40 per dwelling unit
deficit from 1982-83, said sum not to exceed $21 per dwelling unit
within the boundaries of Area. If said sum exceeds $21, the amount in
excess of $21 shall be added to the subsequent years payment until the
$4.40 deficit has been completely repaid.
c) For fiscal year 1984-85 and all subsequent fiscal years, Area agrees to
pay Contractor a sum per single-family dwelling unit within the
boundary of Area which equals the actual cost of providing paramedic
service plus any remaining balance on the $4.40 deficit with the
exception that in said years the total payment to Contractor per
dwelling unit within Area shall not exceed $21.
Section 3: As used in all sections of this Agreement, the clause "actual cost of
providing service" shall be as jointly agreed by Contractor and Area after at least one
meeting to be held no later than June 1 of each year and to be finalized by August I and
shall be calculated in accordance with the criteria listed in Exhibit B attached hereto and
by this reference incorporated herein.
Section 4: This Agreement shall continue in full force and effect through June 30,
1987. No later than May 1, 1986, Contractor agrees to m~et with Area to negotiate
seryj~u~vided and sums payable to Contractor for fiscal year 1987-88 and beyond.
,t
IN WITNESS WHEREOF, the parties hereto have set their hand the date and year
first above written.
COUNTY SERVICE AREA 1119
By __ ~~~ ________ ~ ____ __
"Areall
ATTEST:
CITY OF SAN RAFAEL
~~~ (C (~=------
"Contractor"
ATTEST:
,':" .
County Service k:ea
No. 19
PARCEL 8 Santa Venetia
Exh ib i t ' A
Beginning at a point on the existing San R.1.fael City Limits and on the ,,,ester1y iine ' ..
t ." •• _ • -;'.
of San Pablo Avenue at the most southerly co~er of Lot 4 as shm'1Il o~ Official Su~e~~' ,
,
, ,
Book 2, Page 130*; thence from said point of beginning S 23° 46' If, '50.00 feet; N 49°
,..... .' '.' .
20' \1, :156.73 feet; N i3° 46' E,' 50.00 feet; N 49° 20' 1'1; 243.942 feet ~ the soUth-':'
'e~te~l~ l~e of rJ~11:h :'S~' ped~:'~.\' 'thence along said ' road nor~e~t~r1Yon ' a ~rv~
, , '
to ,the right l\rl. th a radius of 3445.00 feet for an arc length of 63.48 feet; N 45° 20'
45" E, 67.21 feet; the~e leaving ~aid southeasterly line along a curve "dtha ~Us
" ,
of ~~.46 feet for an arc length of 52.80 feet; thence on a curve ldth a , radius of
.," .
50.00 feet for an arc 1en..~th of 31.19 feet; thence northeasterly crossing San Pablo
Avenue 65 feet more or less to a point that is the intersection of th~, course N 21°
31' lv, 78.823 feet and a curve \doth a raditLc; of 10B.55 for an arc length of 115.57 '
feet; thence from said intersection along said olrve 115.57 feet to a point on the
southeasterly line of North San Ped~ Road; thence S 62° 08' E, 0.61 f~et; N 44° 03'
E, 143:0 feet; thence northeasterly t20 feet more or less across Garden Avenue and
along said southeasterly line of North San Pedro Road to its intersection thereof '
'"". .
''lith the southeasterly extension of the southHesterly line of Lot 21, Bloc1~ 10 (Rec~rd
?·lap, Book 2, Page 107, Golf Links Tract); thence across North San Pedro M. and along ,
.. t
the northeasterly line of Golf Ave. N 45° 54' l~, 495 feet; thence N 44° 06' TI, l52~5 ,'
" , , \ ' . "
feet; N 45° 54' l~, 300 feet; S 44° 06' W, 82.5 feet; N 45° 54' 1'1, 200 feet to the .':,":,,':
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northerly line of Hadison Avenue; thence along said northerly line and continuing :',
along the San Rc'lfael City Lir.rl.ts N 44° 06' E, 1065 feet to the easterly line of
Roosev,elt Avenue; S 45° 54' E, 50 feet; N 44° 06' E, 160 feet; thence N 45° 54' 20" l'l,
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905.34 feet to the south\·:esterly corner of P.ecord ? fap, Dook 10, Page 8, Northbridge
Sub. No.3; thence N 49° 30' E, 755.6 feet, along said subdivision boundary to its
intersection thereof l-,rith the northh'esterly extension of the s~u~h\vesterly line of
Lot 165 of said Northbridge Subdivision; thence leaving said subdivision line N 40°
30' \1, 425.41 feet; thence continuing n10ng the San F.afae1 City Limits N 61 0 00' E,
845 feet; N 1 0 28' E, 520 feet; N 60~ 32' l\" 935 feet; N 0° 35' E, 1415 feet more or '
less to the southeasterly boundary of the Nortlnvestern Pacific Railroad right of ':mY;
, '
thence N 62° 35' E, 1260 feet; N 87 0 '10' E, 745 feet; S 72° 00' E, 550 feet more or
less to a point that is 175 feet l'Jester1y, measur~ a.t right angles from Course No~
50 of Meanders of Ga11inas Canal as shO\m on '7,iap No. 3 Salt Harsh and Tide Lands"
surveyed by G. ~. Allardt in 1870-71, said Course being on the westerly boWldary of
the South Fork of Gallinas Creel~; nmning thence in a northerly direction along a
line:"parallel to and 175 feet westerly of said Allardt's meander line to its inter-
. t. '
section thereof with the southerly boundary of rlle North Fork of Gal1inas Creek;
thence crossing said North Fork to a point "mich is 175 feet northerly measured at
right angles from the beginning of Course No. 80 of said Allardt's meander line; "
thence in an easterly direction along a line parallel to and 175 feet northerly of
said meander line to ,its intersection thereof ,dth the easterly bOlmdary of Lot l5,
Section 14, T. ZN, R. 6N J as sho\\'ll on said "Sal t ~iarsh and Tide Lands Map No.3";
thence leaving said' San Rafael City Lind tS'J from said intersection southerly across
Ga11inas Canal 759 feet More or less to a point tI4~t is the end of Course 998, Table
" 1 of said Salt Harsh and Tide Lands Hap No.3, the end of Course 66 as shO\\'11 on
meanders of the inner line of Salt Harsh beginning at the end of 983rd Course, Table
1 of said Hap No.3 and the nost northerly corner of the Remillard Brick Co. property,
Official Records, Book 626, Page 364; thence S 5S o 05' E, 16.143 feet; S 41° 18' ,i, '
124.017 feet to the r·fcchetti property, Official Records, Book 2510, Page 473; thence
along the northeasterly line of the r.lachetti property southeasterly 28.075 feet; S 54°
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24 r 30" 1\1, 97.858 feet; N 40° 32 r W, 22.12 feet; S 42° \\', 500 feet more or less to
the most '~'ester1y corner of the Szabo property, Official Records, Book 1862, Page
657; thence S 89° 42' E, 339.52 feet; S 26° E, 100 feet; S 39° .05' \~~ lno feet more
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or less to the northerly line of North San Pedro Road; tilence soutln~esterly along
said northerly line 130 feet more or less to the JIlost southerly corner of said Szabo .
, .
property; thence S 26° 00' E, 330 feet more or less across North San Pedro Road and ... . ,
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along the easteriy line of tile Offner propertY, Official Records, 'Book 2384, Pag~~:331;' .
thence S 19° 30' 1'1, 1662 feet, N 62° 44' '\', 90 feet more or less to the centerline of
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Suinmi t Road; thence sout!1\'/esterly and westerly along said centerline. of Summit Road to
tile intersection of Bayhi1ls Drive and ~t Road; thence N 43° 12' \'l, 23.44 feet ' ~
the centerline of Carey Drive; thence along said centerline of Carey Drive S 34 0 45'
"
W, 51 feet; S 12° 15' lt, 85.45 feet; S 40° 48' \'1, 37.85 feet; N 49° 12' w,' 20 feet to
west~rly line of Carey Drive; tilence leaving Carey Drive S 79° 09' W, 131.1. f~et; S 40°
~ ,
18' 1'1, 69.2 feet; S 54° OS' 1'1, 39.4 feet; 5 65° 51"\'1, 94.1 feet; 's 71° 01' '1'1, 466.8
feet; S 18 0 59' E, 150.0 feet; S 33° 30' E, 180.5 feet to the westerly and northerly
line of Carey Driv~; thence soutlleasterly 20 feet more or less to the center1~' of
Carey Drl ve; thence 315 feet more or less along said centerline to the extension of
the Course N 09° 40' W, 449.3 feet; thence southeasterly 20 feet more or ~ess to the
,coutilerly line of Carey Drive; thence S 09 0 40' E, 449.3 feet to the nort11erly line
of Sylvan Way; thence S 09° 40' E, 15 feet 'more or less to the centertine of Syl~'
l~ay; thence easterly along said centerline N 69° 5S' E, 81.35 feet; S 86° 07' E, 27.56
~
feet; S 62° 11' E, 133.93 feet; N 60° 47' E, 94.43 feet; thence continuing along the
centerline of Sylvan Way to intersect the centerline of Bayhil1s Drive; thence sout.\-
.......
westerly along said centerline of Bayhills Drive S 29 0 13' E, 16.71 feet; S 35° ~4' W,
134.9 fcet; N 73° l!, 118.6 feet; S 62° 14' \'1, lS3.49 feet; S 24° 20' W, 91.3 -feet '; S 5
30' \'I, 99.1 feet; S 31° 35' lv, 172.2 feet; S 26° 30' E, 70 feet; S 70 0 20' E, 58 feet;
, ,
thence southerly and north",ester1y continuing alonr. said centerline of Bayhills Way
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S 18° 34' W, 41.17 feet; N 89° 50' W, 53 feet; N 53° 10' W, 50 feet; N 43° 31' 1'1, .
125.1 feet; N 77° 08' lv, 123.94 feet; N 40° 01' W, 123.94 feet; N 85° 43' W, 114.3
feet; N 36° 09' W, 117.1 feet to the intersection of the Course N 51° 32' E, 153.14
,.~. • I
feet; thence S 51° 32' 11,153.14 feet; N 77° 1'1,180 feet; S 89° 13'· W, 7tfeet; 5 '28°"
40' E, 720 feet; S 40° 08' l'l, 40.74 fect; N 49° 52' 1'1, 191.66 feet; N 61° 52' 1'1, ,750 -, .
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feet 1Tlore or less to a point that is 502 feet more or less from the southerly line:: ~f "
. ' ',. '\:. :",: '! ..
Granlee -Road and the most easterly corner of the Harin Aid to Retarded Children pro-'
perty, Official Records" Book 1600, Page 386; thence 5 30° 12' l'l, 546.24 feet; N 53°
18' 43" 1'1, 475 feet; 5 36° 41' '17" 1\', 902.482 feet; 5 22° 52' lv, 225.47 feet; 5 31° :,.' ..
• 'j ••
23' 58" 1'1, 946.49 feet to the most northerly corner of United Jetdsh conulnmity Center, .. ", . '. .' ~
Inc. property, Official Records, Book 1611, Page 198; thence S 45° 54' 20" E, 88.649
, -,
feet; S 31° 23' 58" W, 205.013 ' feet; S 58° 36' 02" E, 376.91 feet; S 31° 23' 58" li,
438.~S7 feet; S 45° 54' 20" E, 2406.96 feet to th~,southl~ester1Y line. o~ the Ko~ '. ",'-.
property, Official Records, Dook 2083, Page 519 and the existing San Rafael City
Limits; thence sout!n"resterly and north\'iester1y along said City Limits S 70° 53' \'I,
192.40 feet; S 35° 30' ''I, 386.8 feet; S 16° 42' W, 114.6 feet; S 50° 15' \'1, 242.4
-,
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feet; N 58° 23' 1\', 210.4 feet; N 69° 46' W, 129.8 feet; N 77° 45' W, 131.2 feet; S 78°
43' 1", 218.1 feet; N 72° 49' ,''', 227.5 feet; N 47° 18' 1\" 181.44 feet; N 37° 22' 11~
191.05 feet; N 41° 54' 1'1,150.82 feet; Nl1° 54' 1'1,140.37 feet; N 0° 51' W, 176.5
feet;, N 48° 15' W, '473.83 feet; 1': 48° 48' l'l, 180 feet; N 62°,08' 1Il, 1074.7 feet; S,44°
06' 1'[, 188.24 feet to the easterly line of Sa"1. Pablo Avenue; thence across San Pablo
."
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Avenue S 68° 47' 'i, 60 feet; thence along the \\esterly line of San Pablo Avenue arid : .-
continuing along the San Rafael City Limits S 21° 32' E, 105 feet more or less to . ,
intersect a curve ,,,rith a radius of 119.822 feet for an arc length of 94.735 feet; ;", ' :
"'!;.
thence along said curve to intersect the bearing N 23° 46' E; thence along said be~r
ing S 23° 46' l,/, 160 feet to the point of beginning.
Parcel contains approxinatcly 820 acres.
t: All references ~ M~rin Cotmty ~cor~s.
COUNTY SERVICE AREA NO. 19
9 COUNTRY CLUB PARCEL
Beginning at a monument in the centerline of Marina Avenue, said monument
being easterly of Lot 15 of Harbor Estates as recorded in Book 9 of Maps at Page 41,
Marin County Records, said point of beginning being on the City Limit Line of the
City of San Rafael as said Limits exist on 1 July 1983; thence southeasterly 500
feet more or less from said point of beginning along said City Limits and along
Marina Avenue centerline to the northerly line of Point San Pedro Road; thence
continuing southeasterly across Point San pedro Road to its southeasterly right-of-
way; thence, along said city limits, easterly, northerly, westerly, southerly,
and again easterly to the poi .nt of beginning.
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COUNTY SERVICE AREA NO.19
LOS RANCHITOS PARCEL
Beginning at the point of intersection of the center line of the North-
western Pacific Railroad right-of-way and the southerly right-of-way of Ranchitos
Road; thence from said point of beginning, along said southerly line on a curve
whose radius point bears N 30°-24' 52 11 ~!, a distance of 360.00 feet, an arc distance
of 112.195 feet and having a central angle of 17° 51' 23"; thence Jeaving said
southerly line of Los Ranchitos Road and along a curve whose radius point bears
S 12° 33 1 29 1' E, 20.00 feet, an arc distance of 23.163 feet and havi~g a central
angle of 66° 211 29 11
; thence alo,ng the southeasterly line of aforementioned Red Rock
Way S 36° 12' W, 97.16 feet; thence along a curve whose radius point bears N 51° 32'
37 11 W, 115.00 feet an arc distance of 4.53 feet and having a central angle of
2° 15' 23"; thence S 43° 3~' E 26.74 feet; S 46° 30 1 W '132.08 feet; N 82° 41' W 160.00
feet; S 31° 46' \{ 50.00 feet; S 0° 53 1 E 122.26 feet; thence N 60 0 ,15' ~1, 66.00 :feet;
N 84 0 151 W, 33.00 feet; S 80° W, 33.00 feet; S 69° 45' W, 33.00 feet; S 37° 15' Ws
46.2 feet; S 34 0 45· W, 33.00 feet; S 20° ,15' W, 769.89 feet; N 75° 51' 50" W, 681.50
feet;'-;N 5° 27' 30" W, 43.68 feet; N 6P OS' 30 11 E, 119.44 feet; S 84° 44' W, 130.04
'~"
feet; S 66° 24' W,',131.76 feet; S 32° 10' W, 133.47 feet; S 60° 29 1 W, 153.59 feet;
N 81° 50' W, 142.25 feet; N 79° 45' W, 172.74 feet; N 85° 27' W, 71.556 feet to
Valley View Avenue; thence along the centerline of Valley View Avenue N 84° 13 1 Ws
200.98 feet; thence leavi,ng sai.d centerl ine northwesterly 75 feet more or less to the
northerly line of Valley View Avenue; thence fror.1 said northerly line N 86° 411 E,
249.31 feet; thence leaving Valley View Avenue N 24° 42' W, 262.62 feet; N 83°
42' W, 59.71 feet; N 20° ,24' \'1, 320 feet; S 17° 3D' E, 310.298 feet to the most
easterly corner of Parcel B as shown on Parcel ~1ap, Book 6, page 85 (Finch Land
Division); S 89° 09' 40" W, 591.699 feet; thence N 61°01 1 40 11 W, 55 feet more or
1 ess to the most eqsterly corner of the ~~ountz property, Off; ci a 1 Records, Book
1563, page 347; thence South 30° 10' 30" H, 100 feet; N 84° 32' W, 393 feet;
S 49° 33 1 25" \~, 121.25 feet, S 89° 15' W. 150 .11 feet) N 24° AD' 35" E, 132.45 feet;
N 67° 3D' W, 47.5 feet; N 3° 14' ~1, 19 feet; thence along a curve to the right with
a radius of 25 feet for an arc length of 21.99 feet; N 47° 10' E, 48 feet;,N 38 0 09'
E, 56 feet; N 57° 40' E, 82 feet; N 83° 08' E, 125 feet; thence continuing N 61°
01 1 40" W, 2085 feet more or less to the most westerly corner of the Grandi property,
Official Records, Book 2394, Page 374; thence continuing along the San Rafael City
limits N 34° 00' E, 533.04 feet; N 43° 26' t~, 15.3 feet; N 29° 21' E, 153.87 feet;
N 33~ 37' E, 155.71 feet; N 35° 13' E, 195.68 feet; S 56° E, 24.26 feet; N 34 Q 00'
los, RanchitQS parcel
E, 604.943 feet; thence S 50° 33 1 30" E, 747.758 feet; N 41° 13' 30" E, 57.997 feet;
S 50° 33 1 30" E, 84.061 feet; N 41° 13 1 30" E, 190.903 feet; N 43° 40' 16" E, 506.664
feet; N 56° 34 1 30" E, 638.558 feet to the westerly right-of-way of Ranchitos Road;
thence southerly along said right-of-way 51.767 feet; thence at right angles across
said Ranchitos Road to the' northeasterly right-of-way; thence easterly along said
right-of-way to the centerline of the NWPRR right-of-way; thence southeasterly along
said railroad right-of-way to the point of beginning.
COUNTY SERVICE AREA NO. 19
CALIFORNIA VALLEY PARCEL
Beginning at the most southeasterly corner of Lot 32 of Bret Harte Heights
Subdivision 1 recorded in Book 5 of Maps at Page 72, Marin County Records; thence
from said point of beginning N 80° 30' E, 90 feet; S 55° 23' 45" E, 428.57 feet
to the most easterly corner of Greenbrae Subdivision 10 as recorded in Book 9 of
Maps at Page 60, Marin County Records, said point being on the westerly right-of-way
of State Highway 101 and the City Limits of the City of San Rafael as said Limits
exist on 12 July 1983; thence along said westerly right-of-way and said City Limit
Line the following courses: S 55° 13 1 20" E, 25 feet more or less; thence along a
curve concave to the northwest and tangent to a line bearing N 82° 32 1 55" E, having
a radius of 100 feet, through a central angle of 54° 32 1 5011, a distance of 95.20
feet; thence N 28° 00 1 OS" E, 54.72 feet; thence N 23° 00 1 05 11 E, 122.19 feet; thence
N 58° 57 1 12" E, 98.78 feet; thence N 49° 48' 20" E, 43.70 feet; thence alo,ng a
tangent curve to the left with a radius of 260 feet through a central angle of
38° 31' SO", for a distance of 174.85 feet; thence N 11 0 16 1 30" E, 56.02 feet;
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thent~ N 7° 35' 40" W, 32.84 feet; thence N 26° 141 00 11 E, 26.80 feet; thence N 31°
54' 23" E, 99.46 feet; thence N 5° 211 40" W, 726.46 feet; thence N 6° 221 50" W,
149.3 feet; thence along a tangent curve to the left, with a radius of 35 feet
through a central ang1 e of 110 0 38' 44", for a di stance of 67.59 feet; thence N ,36 0
01' 53" E, 90.5 feet; thence N 5° 45' 21" W, 542.9 feet more or less to the lands of
the Northwestern Pacific Railroad; thence leaving said State H,ighway ~ight-of-way
and continuing along said San Rafael City Limit Line westerly and southerly to a
,point of inter~ectio 'n wi.th the City Limit Line of the City of Larkspur, as said
Limits exist on 12 July 1974, said point being also on the northerly line of Lot 25
Bret Harte Heights, Subdivision No.1 as recorded in Book 5 of Maps at page 72,
Marin County Records; thence along the northerly and easterly lines of said Lot 25
to the southeast corner thereof; thence N 80° 30' W 597.907 feet to the point of
beginning.
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COUNTY SERVICE AREA NO. .9
SUN VALLEY -PARCEL "A"
Beginni .. ng at a point that is. the mos.t easterly corner of that parcel shown
in Book 3 of Official Surveys at Page 27, j'larin County Records; thence from said
point of beginning N 35° 44 1 08" E, 934.22 feet to the 'most easterly corner of the
North Pacific Construction Company property as described in Book 2570 at Page 503,
Offici.al Records, County of Martn; tnence southerly no feet more or less; thence
NSlo 25 1 W 270.37 feet; 543 0 01 W 448.44 feet to the centerline of Fifth Avenue; .
thence alo.ng said centerline westerly; thence westerly along said centerline to ~
point beari.ng 5 32° 02' E'-35 feet more or less from the most southerly corner of .,
the lands of ~gn~r as descrtbed in Book ,2565 at P.age ,'546. Offtcia1 Records, County
of Marin; thence N 32° 02' ,E,. 35 feet more or less to said southerly corner of the
lands of Wagner; thence N 34 0 00' E, 645.5 feet;-thence N 56° 00 W, 357.65 feet; .
thence N 35° 44 1 08" E 465 feet more or less to the point of b.eginni.ng.
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COUNTY SERVICE AREA NO.19 .,
SUN VALLEY PARCEL "B"
Beginning at the most westerly corner of Lot 1 of the Shannon Subdivision
as recorded in Book 16 of Maps at Page 88, Marin County Records;, thence south'l/esterly
35 feet more or less to the centerline of Fifth Avenue; thence northwesterly along
said centerline to a point on the San Anselmo City Limits; thence N'-.34° E 283 feet
more or less & S 56° E 187 feet to a paint on the westerly boundary of lot 5 of
said Shannon Subdivision which bears S 34° W 36.95 feet from the most northerly
cQrner of said Lot 5; thence-S 34° W 179.14 feet to the point of b.eginni.ng.
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... . . ' County Service Area
No. 19
PARCEL 4 -':' Bayside Acres
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B'eginning at a point on the existing San Rafae1.City Limits, said point being the-:\-·· /}~
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westerly corner of ':Lot 15, P.ecord Map, Book 4; Page 61, ~'Tap of Bayside Acres, sub ~ . 2*; -.:
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thenc~': f~ ~ point of bepnning ~ along the San Rafael City Limi~s -S' 56° 3gr-E,·.· :.; .
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267.51'; S 61° 07' E, 341.7'; 5 61° ltS,' E, 680'; S 40 0 24' E, 266.6~; S 6° 11 ', E, -. '-.. ~':.
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617 .9~ .. ~ to an ang1~' point on Lot 6t,: Record ~iap~ Book' 3, Page '71, ~~~ ~f Bayside ::1:
,': .. :
Ac:f.es ·, Sub: 1; thenc~ S 37 0 55' E,·-·438.46'; S 20° 37' E, 367.81' 'to the'~sterly
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line. p£ 'Bayvie\o[ Drive; thence ' southerly ~20' more or less along said westerly . line
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to the northerly line of Po~t San . Pedro .Rd.; thence across Point San . Pedro Rd. south-.
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easterly 60' more or -less 'to a point.on the southerly line of Pom:t San Pedro Rd.,
said P.oint being on the extension o~.: the easter~y 1in~ of Lot 27, Section 36, TO\.~hip·
2 , No:7:tb.,; Range 6' lQest, ~·1.D.B. '& M~.; '. thence N H1° 33' E, 60' more or less 'to the ~ortb-.
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westerly corner o~ ,Lot 94, neco~ ~fap; Book ~, Page 71;' thence S 80 27' E, 150'; N 81 0
33' E, 170'; s 56~ 01' E, 95.52'; N 60° 41' E~ 169.42'; S 56° 01' E, 111.94; S 60 0 '.
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41' W, 169.42'; S ~6° 01' E, 296.8~'; S 61° E~ 258.51'; S 79° E, 388.31; N 35° 30' E,
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322.64' to a public landing; thence:N 35 0 30' E, 75' more or less across said public .
landing; thence continuing along said City Limits N 35° 30' H, 19.84'; N 66° E. 86.9';
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N 31° 45' W, 228.95'; S 55° 47' W, 67.69'; N 48° 07' W, 34.02'; N 41 0 53' E, 3'; N 48° . .
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07' \'l, 27.07'; N 87° TI, 12.41'; N 62° E, 55.29'; N 47° E, 138.26'; S 29° 06' E', 300'.5.9"
N 66° E, 50.2'; N.84° 56' TI, 196.04'; thence leaving ~~e San Rafael City Limits NORTH
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385'; N 43° W, 190' more or less to the most easterly point of the line benveen Lots
135 and 136, Record ~'1ap, Book 3, Page 71; N 11° 11'. \Q, 158'; N 27° 28' E, 370'; N 1°.
29' E, 277.7'; thence N 62° 42' 11{, 282.63' to the easterly line of Point San Pedro
Rd.;.thence N 17° 25' E, 10' more or less to intersect the extension of the centerline
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of Hain Dr. and the San Rafael City Limits; thence nortlnvesterly along said exten-
sion 60' more or less and along said City Limits across Point San Pedro Rd. to the'
centerline of r1ain Dr.; thence continuing nortmvesterly along said centerline 100'
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"r . . :' . inore or less to a point ,."hich bears N 30° 57' E from the most northerly corner of· '. "'. :
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Lot 21 of Bayside Acres Subdivision 1, as recorded in Book 3 of ~faps at Pag~.·71, ~'~ .. ' . >:
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~farin COWlty Records; thence S 30° 57' \'/ p 30 feet more or less to the northerly '.' ':,-... :
• , '. " l'Ii!: • . • '. .: ",:. !t ~ ".':
corner of said Lot 21; thence S 55° 02' 11, 3S • .77'; S 79° 34' 1'1, 8i ~ 25'; S 64 0 38 ,..! .. '~:.:.:':'
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30" W, 34.24'; S 48° 21' 30" l'I, 65.32'; S 49° 14' E, 33.33'; S 21° 30' ,50" E, 147.35'.;'
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N 86° 06' E, 235' to th~ l'lester1y line of Po?-.nt San Pedro Rd.; thence" S 11 D 37' .W,· ".: .
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107.42'; S 12° 30' E, 90 feet more or less to the most sout.heasterlY. comer of Lot ~ ...... : ....
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. 20 otsrld .Bayside Acres 'Subdivisio~ 1; thence leaving San Ped~ Rd.~·.N ·8~0 36"'li~"'~; :.:
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325 feet more o~ 1e~s along the sou~erly line of Lot 20 to the ' soutln-lester1y ~~er .:
of L9~ 20; thence N 10° 43' E, 134.51'; N 37° 07' 1\",109.83'; N 60° 51' ll[~ 35';.5 26~
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27' 50" l'l, 279.65'; N '81 0 21' 1~,. 37.86'; N 52° 1~' 11[, 139.22'; N 83° 56' E, 2.06';':
N 21 0 44' E, 56.0S'; N 38° 09' \'1, 52 feet more or less to the. line betl."een Lots 17 . . .-.
and 23 of said Bayside Acres Subdivision 1; thence soutinvesterly 50' more or less
across Bayviaof Dr. to a point on the l'rester1y and northerly line of said' BayvieW Dr ~ ; ..
thence S 83° 56'.11, .8~.11'; S .!·6°13'.1~, 57.~';·S 50° 24' \'I, 19.62'·N 85° ~7t \~~;~'.'.,:
93.68'; S 43° 5~t W, 54.7'; N 66° W, 37.10'; N 20° 25' E, 39.14'; N 7° 58' E, 21.12';: .. ,'
N 31° W, 22.34'; 11 "41° 17' '-[, '50:15"; lJ 31° 45' 1'1,83.31'; N 3° 16' 1~, 21.68' t~'the .
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southerly line of Bayvie,v Dr.; thence across Bayvie,,, Dr. northeasterly 150 feet .m~r~: :
or less to a point l"'hich bears S 83° 30' \1/, 10 feet from the southeasterly 'CO~~;~\~/ .... :
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Lot 27 of Said Bayside Acres Subdivision 1; thence N 38° 41' E, 83.32~; N 43° .36 ··~.·::E'~·.·:·
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20.09'; S 52° 06' E, 4'; N 37° 54' E, 81.97'; S 52° 49' 30" TIt 81.99'; N 42° 56" 30~',.·
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Et 50'; N 52° 40' .·W, 86.38'; N 37° 54' f:, 224.52'; thence continuing N 37° 54' E":~ .. S'·.~
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feet more or less to the centerline of ~Tain Dr.; thence nort}l\.;ester1y 1250 feet more
or less along said centerline to the intersection of l"'est Castlewood Dr.; thence
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.... v_ ...... , .. _ _ _ _ _ _ _ __ .. ,PAR~L 4 -nc.yside Acre~-
northerly 534 fcct along the centerline of West Castle\vood Dr. to the intersection
of the extension of the northerly line of Lot 2, Record }mp, Book 4, Page 61; thence
north\"esterly along said extension and northerly line N 66° 45' ~T, 749.95' to the
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centerline of Ridge Ave.; thence S ,61° 40' W, 156.64'; S 66° 08' W, 50'; S 22° 53', E.,
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.20' to the southerly line of Ridge Ave. and the north,,,esterly corner o~ Lot 4, Record'
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~fap, Book 4, ~age 61; thence S 5° 49' E, 451.2' to the northerly line of ~tain Dr •. '; . ~.',
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thence nortln"ester1y 400 feet more or less a1~mg said northerly line to the south-:. ' .. -
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westerly corner of Lot 6, Record Map, Book 4, Pa~e 61; thence N 50° 24'; 1'1, 524.!.'.L'
N 61° '14' \'1, 26.84 t to the' center ~f~urel Dr. 2nd Ridge Rd.; th~ce ;~7"87° 07'. \~-~ .... ".-
99.23'; N 44 0 28' W, 98.24'; N 62° 4J~ W, 49.66'; N 88° 02' W, 50.l';·~ 53° 24' ~,
100.25'; S 12° 13'. E, 16 ~ 43' to the southerly line of taurel Dr.; l thenee S 27° W,
854.85' to the point of beginning.
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Parcel contains approximately 130 acres.
*All references, l-farin County Records.
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Exhibit B
Format for Allocation of Paramedic Services
A. Staffing Pattern. The total staffing required to provide paramedic service shall be
calculated as follows:
1. Agreed upon number of posts times 24 hours times 365 days equals total hours
of coverage required.
2. Total number of hours available per year per employee equals 2,912, less
average annual usage for vacation, sick leave and training equals net hours
available per year per employee.
3. Divide total hours of coverage by net hours available per year per employee
equals the number of staff required to provide this service.
B. Salaries/Benefits. The cost of salaries and benefits shall be calculated as follows:
1. The estimated annual salary for a year plus holiday pay, overtime, retirement,
health/dental coverage, Worker's Compensation, uniform allowance, and
educational incentive equals the total annual cost per employee.
2. Total annual cost per employee times number of staff required to provide the
service from Section A above equals total salary and benefit cost.
c. Auxiliary Staff. Overhead costs applicable to auxiliary staff may be charged
provided that the City documents the percentage of each auxiliary staff's total
time spent on the paramedic program. Such auxiliary staff costs shall be calculated
as follows: Percentage of time spent by each staff member times the annual salary
plus benefits of that staff member.
D. Services and Supplies. A line item expenditure listing for all services and supplies
for the coming fiscal year shall be supplied by City along with the actual and
estimated expenditures by line item for the current fiscal year.
E. Total Budget for Paramedic Program
1. The total cost for the Paramedic Program shall be calculated as the sum of
the total salary and benefit costs from Section B above plus total auxiliary
costs from Section C above plus total services and supplies costs from Section
D above.
F. The cost per dwelling unit shall be calculated as follows: Total budget for
Paramedic Program times the percentage of CSA 1119 dwelling units are to the
total number of dwelling units for the City of San Rafael, CSA 1119, Marinwood
CSD, and CSA 1113. The number of dwelling unit figures shall be as supplied by the
County Auditor-Controller.