HomeMy WebLinkAboutCC Resolution 7666 (Life Support Services)RESOLUTION NO. 7666
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SAN RAFAEL
APPROVING THE JOINT POWERS AGREEMENTS BETWEEN THE CITY OF
SAN RAFAEL AND COUNTY SERVICE AREAS 13, 19 AND MARINWOOD FOR ADVANCE
LIFE SUPPORT AND BASIC LIFE SUPPORT SERVICES (PARAMEDIC SERVICES)
THE CITY COUNCIL OF THE CITY OF SAN RAFAEL hereby approves
the Joint Powers Agreements between the City of San Rafael County
Service Areas 13, 19 and Marinwood for Advance Life Support
and Basic Life Support Services (Paramedic Services) through
June 30, 1991, and authorizes execution of said Joint Powers
Agreements by the Mayor and City Clerk, copies of which are
attached and by this reference made a part hereof.
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 4th day of January , 1988,
by the following vote, to wit:
AYES: COUNCILMEMBERS: Boro, Breiner, Frugoli, Thayer & Mayor Mulryan
NOES: COUNCILMEMBERS: None
ABSENT: COUNCILMEMBERS: None
JEI� M. LEONCI City Clerk
JOINT POWERS AGREEMENT
GSA I
Thi agreement, made and entered into this-LL%fi= day of
-EL ---, 1981 by and between COUNTY SERVICE AREA 1Z of the
COUNTY OF MARIN, hereinafter referred to as "Service Area", and
the CITY OF SAN RAFAEL, hereinafter referred to as "Contractor".
WITNESSETH
WHEREAS, the parties to this agreement first entered into a
Joint Powers Agreement agreement, dated August 9, 198;. The
agreement provided for the Contractor to provide advance life
support ("ALS") and basic life support ("BLS") emergency ambulance
service to the residents of the Service Area as described in
Exhibit A attached hereto and by this reference incorporated
herein. The purpose of this agreement is to continue these
service=_ and to fix a means and method of payment.
1. In consideration of the provision of such services to the
residents of the Service Area, Service Area will pav Contractor as
011lows:
For fiscal year 1987-88 and each subsequent fiscal year,
Service Area agrees to pay Contractor an amount equal to the
projected actual cost of providing paramedic service as determined
by paragraph ?. below.
; N//
'As����G
f
2. The projected actual cost of providing paramedic service
shall be calculated by Contractor in accordance with the criteria
listed in Exhibit B attached and shall include the County's charge
for processing and calculating the parcel charges. In no case
shall this cost of service exceed the amount oenerated by a
ma;: i mum per dwelling unit charge within the Service Area.
This projection will be subject to review and analysis and
finalized by representatives of the Service Area in a meeting with
Contractor to be held no later than August 1st of each year.
�. This Agreement shall continue in full force and effect
thrOUQh June 3.0, 1991. It is understood that Contractor, no later
then May 1, 1990, will meet with Service Area to negotiate
services provided and sums payable to Contractor for fiscal year
1990-91 and beyond.
IN WITNESS WHEREOF, the parties hereto have set their hand
the date and year first above written
ATTEST' f^
----------------
ATTEST:
ANNE P1. LEON NI , Ci ty C efk
COUNT("EFS'/ {ICE AREA 13
By
% ► f
"Service Area"
GIT" F SAN RAFAEL
�► 4---
IlContractoril
LAWRENCE E. MULRYAN, Mayor
`/V / I V I 1. r%
COUNTY SERVICE AREA 113
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
17030' 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 "T.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
•5:
mentioned; from said corner a leaning Oak Tree marked X bears
north 10044' 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?51140"-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
S11081W 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 N170491E
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:
I. 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, Workers 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 staffs 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 Sup lies. 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 #13 dwelling units are to the
total number of dwelling units for the City of San Rafael, CSA V19, Marinwood
CSD, and CSA f/13. The number of dwelling unit figures shall be as supplied by the
County Auditor -Controller.
I
r -
JOINT POWERS AGREEMENT
CSA 19
This agreement, made and entered into this_Zi�ZZ-.Zday of
194f by and between COUNTY SERVICE AREA 19 of the
COUNTY OF MARIN, hereinafter referred to as "Service Area", and
the CITY OF SAN RAFAEL, hereinafter referred to as "Contractor".
WITNESSETH
WHEREAS, the parties to this agreement first entered into a
Joint Powers Agreement agreement, dated August 9, 198,. The
agreement provided for the Contractor to provide advance life
support ("ALS") and basic life support ("EELS") emergency ambulance
service to the residents of the Service Area as described in
Exhibit A attached hereto and by this reference incorporated
herein. The purpose of this agreement is to continue these
services and to fix a means and method of payment.
1. In consideration of the provision of such services to the
residents of the Service Area, Service Area will pay Contractor as
fol lows:
For fiscal year 1987-88 and each subsequent fiscal year,
Service Area agrees to pay Contractor an amount equal to the
projected actual cost of providing paramedic service as determined
by paragraph 2. below.
2. The projected actual cost of providing paramedic service
shall be calculated by Contractor in accordance with the criteria
listed in Exhibit B attached and shall include the County's charge
for processing and calculating the parcel charges. In no case
shall this cost of service exceed the amount generated by a
maXimum $225.00 per dwelling unit charge within the Service Area.
This projection will be subject to review and analysis and
finalized by representatives of the Service Area in a meeting with
Contractor to be held no later than August 1st of each year.
3. This Agreement shall continue in full force and effect
through June 30, 1991. It is understood that Contractor, no later
than May 1, 1990, will meet with Service Area to negotiate
services provided and sums payable to Contractor for fiscal year
1990-91 and beyond.
IN WITNESS WHEREOF, the parties hereto have set their hand
the date and year first above written
COUNT ERVICE AREA 19
By -----
"Service Area"
FATTEST: ,
g
----------------
CIT ' F SAN RAFL
"Contractor"
LAWRENCE E. MULRYAN, Mayor
ATTEST:
J P. E P LE CINI, City lel k
Exhibit A
County Service Area
No. 19
PARCEL 4 -- Bayside Acres
Beginning at a point to the existing San Rafael.City Limits, said point being the''
westerly corner of Lot 15, Pecord rte, Book 4, Page 61, rf p of Bayside Acres, Sub 2*
thence_ from the point of beginning vgid along the -San Rafael City Limits S- 56. 39T'E,
267.SI , S 61 071 E, 341.7t; S 61 1 E, 6801; S 40 241 E, 266.6•, S 6a 11' to
617.92' to an angle point on Lot 67•, Record Nap, Book 3, Page 71, Map of Bayside
Aures, Sub. 1; thence S 37' SS' E, 438.461; S 20' 37' E, 367.811'to the westerly .
line of Bayview Drive; thence southerly 320' more or less along said westerly line
to the northerly line of Point San'Pedro Rd.; thence across Point San Pedro Rd. south
easterly 60' more or less'to a point•on the southerly line of Point San Pedro Rd.,
said point being on the extension of.the easterly line of Lot 27, Section 36, Townshi
2. North, Range 6 Nest, M.D.B. M:; thence N 8111 33' E, 60' more or less to the north
westerly corner of Lot 94, Record Map; Book 3, Page 71;'thence S Be 27' E, 150'; N 81
33' E, 1701; S 560. 01' E, 95.521; N 60' 41' E, 169.421; S 560 O1' E, 111.94; S 6011
41' 1f, 169.421; S 5611 O1' F, 296.881; S 6111 E, 258.51'; S 79' E, 388.31; N 3511 30' E,
322.64' to a public landing; thence N 3S11 30' E, 7S' more or less across said public
landing; thence contimiing along said City Liriits N 35° 30' B, 19.84'; N 66' E, 86.9'
N 3111 45' 1V1 228.951; S S5' 47' 14, 67.691; N 48' 07' 1V, 34.021; N 4111 S3' E, 3's, N 4E
07' 14, 27.07'; N 87' L, 12.41'; N 6211 E, 55.29'; N 47' E, 138.26'; S 29' 06' E, 300.'
N 6611 E, 50.21; N 8411 S6' E•, 196.04'; thence leaving the San Rafael City Limits A 871
3S51; N 43° 1V, 190' more or less to the most easterly point of the line between Lots
135 and 136, Record Map, Book 3, Page 71; N 1111 11' 1v, 1S8'; N 2711 28' E, 370'; N 111
29' E, 277.71; thence N 6211 42' 1V, 282.63' to the easterly line of Point San Pedro
Rd.; thence N 1711 25' E, 10' more or less to intersect the extension of the centerlij
of Main Dr. and the San Rafael City Limits-; thence norl} resterly along said exten-
sion 60' more or less and along said City Units across Point San Pedro To. to the
centerline of Hain Dr.; thence continuing northvsterly along said centerline 100'
bore or less to a point xhich bears N 30° 57' E from the most northerly corner ofd: `--'
Lot 21 of Bayside Acres Subdivision 1, as recorded in Book 3 of *taps at Page`71,';
Marin County Records; thence S 300 57' W, 30 feet more or less to the nort Wrly
corner of said Lot 21; thence S SS' 02' VID 35..771; S 790 34' W, 82.251; S 64' 38'
30" W, 34.241; S 48° 21' 30" W 6S.321; S 490 14' E, 33.331; S 210 30'•Sol' E, 147.35',
N 86° 06' Ex 23S'-to the.westerly line of Point San Pedro Rd.; thence• 11' 37'.W
107.42'; S 12° 30' E, 90 feet more or less to the most southeasterly. coiner of Lot...
20 of said_Bayside Acres Subdivision 1; thence leaving San Pedro Rd.; N 820 361;
325 feet more or less along the southerly line of Lot 20 to the south esterly corner
of Lot 20; thence N 10° 43' E, 134.51'; N 37° 07W, 109.531; N 60° S1' W, 3S';.S 260
27' SO" t', 279.651; N 810 21'1V, 37.861; N S2° 11' W, 139.221; N 830 S6' E, 2.061;:
N 21' 44' E, 56.08' ; N 38° 09' 1'1, S2 feet more or less to the. line between Lots 17
and 23 of said Bayside Acres Subdivision 1; thence southwesterly SO' more or less
across Bayvietr Dr. to a point on the westerly and northerly line of said Bayview Dr.;
thence S 830 S6' 1f, 82.11'; S 760 13' W, 57.41; S SO' 24' W, 19.62' N 8S° 57' W,"_
93.681; S 43° S7' W, S4.71; N 66° If 37.101; N 20° 25' E, 39.141; N 7° S8' E, 21.121;
N 310 .Cl, 22.341; 11-41° 17' W, 50.15"; V 31° 45' 1f, 83.311; 11 3° 16' W, 21.68' tc the
southerly line of Bayvietr Dr.; thence across Bayview Dr. northeasterly 1SO feet more
or less to a point which bears S 83° 30' 119 10 feet from the southeasterly corner.of
Lot 27 of Said Bayside Acres Subdivision 1; thence N 38' 41' F, 83.321; N 43°-36'•.E,
20.D91; S S2° 06' E, 41; N 37° S4' E, 81.971; S 52° 49' 30" T:, 81.99' ; N 420 S6' 30",
E, 50'; N 52° 40':i':, 86.38'; N 370 S4' F:, 224.521; thence continuing N 370 S4' E,"25*
feet more or less to the centerline of main Dr.; thence north�:esterly 1250 feet more
or less along said centerline to the intersection of West Castle *(A Dr.; thence
RARCEL .4 • Dayside Acres
northerly 534 feet along the centerline of 1,:est Castleimod Dr. to the intersection
of the extension of the northerly line of Lot 2, Record Hap, Dook 4, Page 61; thence
northwesterly along said extension and northerly line N 66' 45' W, 749.95' to the
centerline of Ridge Ave.; thence S 61' 40' W, 156.641; S 66' 08' W, 50'; S 22' S3'. E,
20' to the southerly line of Ridge Ave. and the northwesterly corner of Lot 4, Record
Map, Book 4, Page 61; thence S 5° 49' E, 451.2' to the northerly line of Bain Dr.;
thence northwesterly 400 feet more or less along said northerly line to the south
westerly corner of Lot 6, Record Map, Book 4, Page 61; thence N 50' 24'.W, S24.1!;�
N.610 14' W, 26.84' to the -center ofl-7.aurel Dr. snd Ridge Rd.; thence N 87' 07',W,~
99.231; N 44° 28' W, 98.241; N 62' 4d! til, 49.661; N 88° 02' W, 50.11; S S3' 24' N,
100.25'; S 12° 13' E, 16:43' to the southerly line of Laurel Dr.;`thence S 270 wD
854.85' to the point of beginning.
Parcel contains approximately 130 acres.
*'All references, Marin County Records.
. i
County Service Area
No. 19
PARCEL 8 -- Santa Venetia
Beginning at a point m the existing San R1fael City Lints and on the westerly line
of San Pablo Avenue at the most sotitherly corner of Lot 4 as shrn,m on Official Survey,
Book 2, Page 130'x; thence from said point of begin no S 23° 46' W, 50.00 feet; N 490
20' N,-156.73 feet; N 230 46' E, 50.00 feet; N 49° 20' W; 243.942 feet 'to the south
easterly line of North San Pedro Rd.; thence along said mad northeasterly on a curve
to the right with a radius of 3445.00 feet for an arc length of 63,48 feet; N 4S° 20'
4S" E, 67.21 feet; thence leaving said southeasterly line along a curve with a radius
of 3'.46 feet for an arc length of 52.80 feet; thence on a curve v-1th a radius of
50.00 feet for an arc length of 31.19 feet; thence northeasterly crossing San Pablo
Avenue 65 feet more or less to a point that is the intersection of the course NT 210
31' w, 78,823 feet and a curve with a radius of 108.55 for an arc length of 115.57
feet; thence from said intersection along said curve 115.57 feet to a point on the
southeasterly line of North San Pedro Road; thence S 62° 08' E, 0.61 feet; N 440 03'
E, 143.0 feet; thence northeasterly 120 feet more or less across Garden Avenue snd
along said southeasterly line of -North San Pedro Road to its intersection thereof
1:-ith the southeasterly extension of the southwesterly line of Lot 21, Block 10 CRecoi
-lap, Dook 2, Page 107, Golf Link Tract) ; thence across North San Pedro Ftdand alone
the northeasterly line of Golf Ave. N 45°- 54' If, 495 feet; thence N 4410 06' L•, 151: S
feet; N 45° 54' W, 300 feet; S 44° 06' W, 52.5 feet; N 45° 54' !V, 200 feet to the
northerly line of Madison Avenue; thence along said northerly line and continuing
along the S= RaSael City Lints 11 44° 06' E, 1065 feet to the easterly line of
Roosevelt Avenue; S 45° 54' E, 50 feet; N 440 06' E, 160 feet; thence N 450 54' 20"
905.34 feet to the soutb..vsterly -corner of Pecord !lar, book 10, Page 6; Northbridge
Sub. No. 3; thence 1: 49' 30' E, 755.6 feet, along said subdivision boundary to its
intersection thereof with the northwesterly extension of the southwesterly line of
Lot 165 of said Northbridge Sui>divisinn; thence leaving said subdivision line N 40'
30' 11, 425.41 feet; thence continuing along the San Rafael City Limits N 61' 00+ FI
845 feet; N 1' 28' E, S20 feet; N 60' 32' IV, 935 feet; N 0. 35' E, 1415 feet more or
less to the southeasterly boundary of the Northrestern Pacific Railroad right of
thence'N 62' 35' E, 1260 feet; N 87° 10' E, 745 feet; S 72' 00' E, S50 feet more or
less to a point that is 175 feet westerly, masured At right angles from Course No.
SO of Meanders of Gallinas Canal as shmin on '74ap No. 3 Salt Harsh and Tide Lands"
surveyed by G. F. Allardt in 1870-71, said Course being on the westerly boundary of
the South Fork of Gallinas Creel;; nm iing thence in a northerly direction along a
line -parallel to and 175 feet westerly of said Allardt's meander line to its inter-
section thereof with the southerly boundary of the .North Fork of Gallinas Creek;
thence crossing said North Fork to a point utdch is 175 feet northerly measured at
right angles frown the begirming 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 with the easterly bmIndary of Lot 25,
Section 14, T. V1, R. 611, as shoum on said "Salt Marsh and Tide Lands Map No. 311;
thence leaving said- San Rafael City Limits, from said intersection southerly across
Gallinas Canal 759 feet more or less to a point that is the end of Course 998, Table
1 of said Salt }larch and Tide Lands ?tap No. 3, the enol of Course 66 as shmin on
meanders of the inner line of Salt Marsh beginning at the end of 983rd Course, Table
1 of said Map No.
3 and the
host
northerly corner
of the Remillard Brick
Co.
Property,
Official Records,
Hook 626,
Page
364; thence S 58°
05' E. 16.143 feet; S
41.
124.017 feet to the llechetti property, Official Records, Book 2510, Page 473; thence
alone the northeasterly line of the Machetti property southeasterly 28,075 feet; S S4°
24' 30" W, 97. BSB feet; N 40' 32' R', 22.22. feet; S 42' h', S00 feet More or less to
the most uvsterly 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' 1% 160 feet gore
or less to the northerly line of North San Pedro Read; thence southwesterly along
said northerly line 130 feet more or less to the host southerly corner of said Szabo
property; thence S 26' 00' E, 330 feet raore or less across North San Pedro Road and
along the easterly line of the Offner property,* Official Records, Book 2384, page331
thence S 19' 30' W, 1662 feet, N 62' 44' 1V, 90 feet more or less to the centerline of
Summit Road; thence souUwesterly and westerly along said centerline. of Shut Read t
the intersection of Bayhills Drive and Smit Road; thence N 43. 12' W. 23.44 feet to
the centerline of Carey Drive; thence along said centerline of Carey Drive S 34' 4S'
W, 51 feet; S 12' 15' W, 85.45 feet; S 40' 48' 1V, 37.85 feet; N 49' 12' W, 20 feet tc
Westerly line of Carey Drive; thence leaving Carey Drive S 79' 09' W, 131.1 feeL; S 4
18' W, 69.2 feet; S 54' 05' W, 39.4 feet; S 65° 51' W, 94.1 feet; S 71' O1' W, 466.8
feet; S 18* 59' E, 150.0 feet; S 33' 30' E, 180.5 feet to the westerly and northerly
line of Carey Drive; thence southeasterly 20 feet more or less to the centerline of
Carey Drive; thence 31S feet more or less along said centerline to the extension of
the Course N 09' 40' WN 449.3 feet; thence southeasterly 20 feet nare or less to the
coutiierly line of Carey Drive; thence S 09' 40' E, 449.3 feet to the northerly line
of Sylvan Way; thence S 09' 40' E, 15 feet more or less to the centerline of Sylvan
Way; thence easterly along said centerline :.' 69' SS' E, 81.35 feet; S 86' 07' E, 27.'
1
feet; S 620 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 Bayhills Drive; thence south.
westerly along said centerline of Bayhills Drive S 29' 13' E, 16.71 feet; S 35' 34' 1
134.9 feet; N 73* 11, 118.6 feet; S 62' 14' 11, 193.49 feet; S 240 20' W, 91.3 feet; S
30' Wv 99.1 feet; S 31° .35' W, 172.2 feet; S 26' 30' E, 70 feet; S 70' 20' �, SS fee'
thence southerly and nort7westerly continuing along; said centerline of Bay}lills Way
S 18' 34' We 41.17 feet; N 89' SO' W, S3 feet; N S3' 10' N, SO feet; N 43' 31' We
125.1 feet; N 770 08' 1V, 123.94 feet; N 40' Ol' 1V, 123.94 feet; by 8S' 43' h', 114.3
feet; N 36' 09' h', 117.1 feet to the intersection of the Course N S1' 32' E, 1S3.14-
r •,
feet; thence S Sl' 32' 1V, 153.14 feet; N 770 No 180 feet; S 89° 13' N, 72 feet; S 28'
40' E, 720 feet; S 40° 08' h', 40.74 feet; N 49° S2' Y1, 191.66 feet; N 61' S2' W, 7S0
feet more or less to a point that is 502 feet more or less from the southerly lineof
Granlee Road and the most easterly corner of the Marin Aid to Retarded Children pro
rerty, Official Reccrds,.Book 1600, Page 386; thence S 300 12' W, 546,24 feet; N S3'
18' 43" No 475 feet; S 36' 41' 1T' k', 902.482 feet; S 220 S2' No 225.47 feet; S .31°
23' S8" No 946.49 feet to the most northerly corner of United JLm,ish City Center
L
Inc. property, Official Records, Book 1611, Page 198; thence S 45° 54' 20" E, 88.649
feet; S 31° 23' 58" 1V, 205.013 feet; S 580 36' 02" E, 376.91 feet; S 31' 23' S8" 1V,
438.5t7 feet; S 450 54' 20" E, 2406.96 feet to the.southiesterly line of the Boo
Property, Official Records, Book 2083, Page S19 and the existing San Rafael City•
Limits; thence south iesterly and north %resterly along said City Limits S-700 53' 1►1,
192.40 feet; S 3S° 30' No 386.8 feet; S 16° 42'1V, 114.6 feet; S 50° 15' W, 242.4 -
feet; 11 S8 231 Wo 210.4 feet, N 69'D'462 W, 129.8 feet, N 77 45 1l, 131.2 feet; .S 78'
43' W, 218.1 feet; N 72° 49' 1% 227.5 feet; N 47° 18' 1V, 181.44 feet; N 370 22' If
191.05 feet; N 41° S4' 111', 150.82 feet; N .11° S4' 1V, 140.37 feet; N 0° Sl' Wo 176.S
feet; N 48° 15' W,'7473.83 feet; R 48° 4S' W, 180 feet; N 62° 08' 1% 1074.7 feet; S 44'
06' Y;, 188.24 feet to the easterly line of San Pablo Avenue; thence across San Pablo
Ah►enue S 68° 47' 1V,60 feet; thence along the k-esterly line of San Pablo Avenue and
continuing along the San Rafael City Limits S 210 32' L•, 105 feet more or less to
intersect a curve with a radius of 119.822 feet for an arc length of 94.735 feet;
is
thence along said curve to intersect the bearing N 23° 46' E; thence along said bear-
ing S 230 46' W, 160 feet to the point of beginning.
Parcel contains approximately 820 acres.
COUNTY SERVICE AREA NO. 0
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—cf-
way; thence, along said city limits, easterly, northerly, westerly, southerly,
and again easterly to the point of beginning.
COUNTY SERVICE AREA NU -19
LOS RArICNITOS 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°024' 52" V, a distance of 360.00 feet, an arc distance
of 112.195 feet and having a central angle of 17° 51' 23"; thence leaving said
southerly line of Los Ranchitos.Road and along a curve whose radius point bears
S 120 33' 29" E, 20.00 feet, an arc distance of 23.163 feet and having a central
angle of 660' 21' 29"; thence along 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" W. 115.00 feet an arc distance of.4.53 feet and having a central angle of
20 15' 23"; thence S 43° 30' E 26.74 feet; S 46° 30' W 132.08 feet; N 82" 41' W 160.00
feet; S 31° 46' W 50.00 feet; S 0° 53' E 122.26 feet; thence N 60".-15' W, 66.00 -feet;
N 840 15' W. 33.00 feet; S 80° W. 33.00 feet; S 69° 45' W, 33.00 feet; S 37° 15' W,
46.2 feet; S 34° 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 60 05' 30" 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' W. 153.59 feet;
N 810 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 840 13' W,
200.98 feet; thence leaving said centerline northwesterly 75 feet more or less U the
northerly line of Valley View Avenue; thence from said northerly line N 86° 41' E,
249.31 feet; thence leaving Valley View Avenue N 240 42' W. 262.62 feet; N 830
42' W, 59.71 feet; N 200 .24' W, 320 feet; S 17° 30' E, 310.298 feet to the most
easterly corner of Parcel B as shown on Parcel Map, Book 6, Page 85 (Finch Land
Division); S 89° 09' 40" W, 591.699 feet; thence N 61°01' 40" W. 55 feet more or
less to the most easterly corner of the Mountz property, Official Records, Book
1563, Page 347; thence South 30° 10' 30" W, 100 feet; N 84° 32' W. 393 feet;
S 490 33' 25" W, 121.25 feet, S 89° 15' W, 150.11 feet, N 24° 00' 35" E, 132.45 feet;
N 670 30' W, 47.5 feet; N 30 14' W, 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 380 09'
E, 56 feet; N 57° 40' E, 82 feet; N 83° 08' E, 125 feet; thence continuing N 610
01' 40" W, 2085 feet more or less to the most westerly corner of the Grandi property,
Official Records, Book 2394, Pace 374; thence continuing along the S. -n Rafael City
Limits N 34° 00' E, 533.04 feet; N 43° 26' W, 15.3 feet; N 29° 21' E, 153.87 feet;
N 33" 31' E. 155.71 feet; N 35° 13' E, 195.68 feet; S 56° E, 24.26 feet; N 340 00'
-E3 604.943 feet; thenc► 5 50' 33' 30" E, 747.758 feet `1 41' 13' 30" E, 51.997 feet;
S 500 33' 30" E. 84.061 feet; N 41' 13' 30" E. 190.903 feet; N 43. 40' 16" E. 506.664
feet; N 560 34' 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 N. 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' 20" E, 25 feet more or less; thence along a
curve concave to the northwest and tangent to a line bearing N 82° 32' 55" E. having
a radius of 100 feet, through a central angle of 54° 32' 50", a distance of 95.20
feet; thence N-280 00' 05" E, 54.72 feet; thence N 23' 00' 05" E. 122.19 feet; thence
N 580 57' 12" E, 98.78 feet; thence N 49° 48' 20" E, 43.70 feet; thence along a
tangent curve to the left with a radius of 260 feet through a central angle of
38° 31' 50", for a distance of 174.85 feet; thence N 11° 16' 30" E, 56.02 feet;
thence N 79 35' 40" W. 32.84 feet; thence N 26° 14' 00" E. 26.80 feet; thence N 310
54' 23" E, 99.46 feet; thence N 5° 21' 40" W, 726.46 feet; thence N 60 22' 50" W,
149.3 feet; thence along a tangent curve to the left, with a radius of 35 feet
through a central angle of 110° 38' 44", for a distance of 67.59 feet; thence N 360
O1' 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 Highway right-of-way
and continuing along said San Rafael City Limit Line westerly and southerly to a
.point of intersection with the City Limit Line of the City of Larkspur, as said
Limits exist on 12 July 1'974, said point being also on the northerly line of Lot 25
Bret Harte Heights, Subdivision No.l 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.
LuuNIT 5LKVICE AREA NO. 19
SUN VALLEY . PARCEL "h
Beginning at a point that is the most easterly corner of that parcel shown
in Book 3 of Official Surveys at Page 27, Marin County Records; thence from said
Point of beginning N 35° 44' 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,
Official Records, County of Marin; thence southerly 1*10 feet more or less; thence
N510 25' W 270.37 feet; S43° 01 W 448.44 feet to the centerline of Fifth avenue;
thence along said centerline westerly; thence westerly along said centerline to a
r
Point bearing S 32° 02' E, 35 feet more or less from the most southerly corner of.
the lands of Kagner as described in Book -2565 at•Page 546, Official Records, County
of Marin; thence iV 32° 02' .E,. 35 feet .more or less to said southerly corner -of the
lands of Wagner; thence N 34° 00' E, 645.5 feet; thence N 56° 00 W, 357.65 feet;
thence N 350 44' 08" E 465 feet more or less to the point of beginning.
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 southwester'
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,.340 E 283 feet
more:or less b S 560 E 187 feet to a point on the westerly boundary of Lot 5 of
said Shannon Subdivision which bears S 340 W 36.95 feet from the most northerly
corner of said Lot 5; thence.S 340 W 179.14 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 Sup lies. 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 #13 dwelling units are to the
total number of dwelling units for the City of San Rafael, CSA 1119, Marinwood
CSD, and CSA 4/13. The number of dwelling unit figures shall be as supplied by the
County Auditor -Controller.
JOINT POWERS AGREEMENT
MARINWOOD COMMUNITY SERVICES DISTRICT
I
This agreement, made and entered into this -014--- day of
mac• �i c -u 2i , 198$' by and between MAR I NWOOD COMMUNITY SERVICES
DISTRICT, hereinafter referred to as "District", and the CITY OF
SAN RAFAEL, hereinafter referred to as "Contractor".
W I TI'�ESSETH
WHEREAS, the parties to this agreement first entered into a
Joint Powers Agreement agreement, dated September 6., 1983. The
agreement provided for the Contractor to provide advance life
support ( "ALS") and basic life support ( "BLS") emergency ambulance
service to the residents of the District as described in Exhibit A
attached hereto and by this reference incorporated herein. The
purpose of this agreement is to continue these services and to fix
a means and method of payment.
1. In consideration of the provision of such services to the
residents of the District, District will pay Contractor- as
follows:
For fiscal year 1987-8E and each sUbsequent fiscal year,
District agrees to pay Contractor an amount equal to the projected
actual test of providing paramedic service as determined by
paragraph C. below.
// 7W
C. The projected actual cost of providing paramedic service
shall be calculated by Contractor in accordance with the criteria
listed in Exhibit P attached and shall include the County's charge
for processing and calculating the parcel charges. In no case
shall this cost of service exceed the amount generated by a
maXimLAM $25.00 per dwelling unit charge within the District. This
projection will be subject to review and analysis and finalized by
representatives of the District in a meeting with Contractor to be
held no later than August 1st of each year.
This Agreement shall continue in full force and effect
through June 30, 1Q91. It is understood that Contractor, no later
than May 1, 1990, will meet with District to negotiate services
provided and sums payable to Contractor for fiscal year 1990-91
and beyond.
IN WITNESS WHEREOF, the parties hereto have set their hand
the date and year first above written
MAF: I NWOOD �0 MUh1 DISTRICT
E,y -'---^— L-- o
District"
ATTEST:
C I T,1- F SAN RAF AEL
Dy----^--- _6
Co or
LAWRENCE E. MULO&,layor
ATTEST:
JipNE P?. LEOPdCINI, City Cler
MAn1NWOOD COMMUNITY SERVICES DISTKiCT
BEGINNING at the easterly corner of Lot Number 308 of Marinwood Unit 2-E, a
Subdivision, recorded in Book 8 of Record Maps at Page 98, Marin County Records;
thence N 80 01' 55" E, 482.91 feet; thence N 590 45' W 647.40 feet; thence N 740
45' 22" W 4583.22 feet; thence S 870 00' W 2098.80 feet; thence S 890 04' 36" W
2918.34 feet; thence S 240 08' 45" W 894.48 feet, thence S 180 08' 21"'E 518.21
feet; thence S 500 23' 11" E 1319.19 feet; thence S 280 38' 45" E 1416.34 feet
to a point which is marked by a large live Oak Tree on the top of the ridge north
of Arroyo Gallinas Creek as referred to in the deed from Timothy Murphy to James
Miller recorded December 30, 1859 in Book "C" of Deeds, on page 278, Marin County
Records; thence S 80 55' 31" W 189.7 feet to the northeasterly corner of the Lands
of the County of Marin as recorded in Book U of Deeds at Page 582, Marin County
Records; thence along said parcel 4220 feet more or less to the northerly line of
Lucas Valley Road; thence directly across said road S 90 56' E 60.1 feet to the
southerly right of way thereof; thence easterly along said Lucas Valley Road right
of way to the westerly right of way of State Highway 101; thence northerly along
said westerly right of way to the point of beginning.
Aug. 1983
EXHIBIT A
s
February 1983
LAS GALLINAS RANCH REORGANIZATION
ANNEXATION TO THE MARINWOOD COMMUNITY SERVICES DISTRICT
FILE NUMBER 21-81
BEGINNING at a point on the existing boundary of the Marinwood
Community Services District, said point being the easterly corner
of Lot Number 308 of Marinwood Unit 2-E, a Subdivision, recorded
in Book 8 of Record Maps at Page 98, Marin County Records; thence
N 80 01' 55" E, 482.91 feet; thence N 59° 45' W 647.40 feet; thence
N 74" 45' 22" W 4583.22 feet; thence S87° 00' W 2098.80 feet;
thence S 89° 04' 36" W 2918.34 feet; thence S 24 ° 08' 45" W
80.4.48 feet; thence S 18° 08' 21" E 518.21 feet; thence S 50° 23'
11" E 1319.19 feet; thence S 28° 38' 45" E 1416.34 feet to the
existing boundary of the Marinwood Community Services District;
thence easterly along said existing boundary to the POINT OF
BEGINNING.
Containing 507.15 acres more or less.
/� 72 � � .71'ell / 1, � 9 , y 3
a
DEERFIELD PARK ANNEXATION FILE NO. 10-84
TO
MARINWOOD COMMUNITY SERVICES DISTRICT
BEGINNING at southwest corner of Lot 281 as said Lot is shown on
"Map of Lucas Valley Unit No. 4" recorded in Volume 11 of Maps at
gage 69, Marin County Records; thence along the northerly and westerly
7zoundary of Lands described in Deed to County of Marin, recorded in
glume 1917 at page 515, Marin County Records, on a curve to the right,
,:he center of which bears N 30° 55' 23" E 398.50 feet through a central
:angle of 23° 55' 00" for an arc distance of 166.34 feet, N 300 34' 56" W
200.80 feet and S 18° 07' 58" W 277.31 feet to the northerly line of
Lucas Valley Road; thence along said northerly lire the following
courses N 53° 23' 46" W 3.83 feet, S 850 08' 14" W 210.43 feet,
111 690 57' 46" W 207.25 feet, N 550 03' 46" W 234.56 feet,
N620 36° 46" W 379.36 feet, N 47° 43' 46" W 251.90 feet,
.d 520 23' 46" W 365.12 feet, N 220 28' 46" W 317.13 feet,
N 790 00' 46" W 346.97 feet, N 86° 46' 46" W 388.44 feet,
S 600 30' 14" W 208.87 feet, S 72° 25' 04" W 82.90 feet,
870 43' 24" W 73.07 feet, S 25° 59' 13" W 6.42 feet,
650 09' 46" W 280.17 feet, N 750 25' 46" W 238.14 feet,
810 41' 46" W 504.73 feet, and N 57° 33' 46" W 58.27 feet
to the southeast corner of the Lands described in Deed to T. McNamara
recorded in Volume 2530 at page 614, Marin County Records; thence
alonq the easterly line of said Lands of McNamara the following
:courses N 4° 04' 08" E 253.35 feet, N 13° 19' 28" W 317.90 feet,
:v 9° 13' 45" W 196.73 feet, N 6010' 26" E 82.37 feet, N 80 58' 21" E
295.21 feet and N 6° 45' 42" E 295.88 feet to the southeast corner
of the Lands described in Deed to L. Grady recorded in Volume 3134
vt page 499, Marin County Records; thence along the easterly line
ead said Lands of Grady, N 31° 44' 31" E 4276.59 feet to the Rancho
between Rancho Nicasio and Rancho San Pedro Margarita Y Las
�lltinas; thence along said Rancho Line S 530 20' 16" E 721.06 feet
� S 750 12' 02" E 2877.25 feet to the northwest corner of Lands
Oescribed in Deed to the County of Marin in Volume 2593 at page 101,
'sarin County Records; thence along the westerly line of said Lands
of County of Marin S 17° 52' 56" W 4142.84 feet to the northwest
orner of the above mentioned "Map of Lucas Valley Unit No. 4";
`thence along westerly line of said Subdivision S 170 49' 00" W
335.97 feet to the POINT OF BEGINNING.
:-ontaining 505.07 acres.
DATE: 5-18-84
Exhibit B
Format for Allocation of Paramedic Services
,I
A. Staffing Pattern. The total staffing required to provide paramedic service shall be
calculated as follows:
I. 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 28912, 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 pee 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 stafits 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 Suoplies. 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
I. 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 it 13 dwelling units are to the
total number of dwelling units for the City of San Rafael, CSA x/19, Marinwood
CSD, and CSA 013. The number of dwelling unit figures shall be as supplied by the
County Auditor -Controller.