HomeMy Public PortalAboutEureka Federal Savings Improvements - 2600 South El Camino RealFinal Traffic Study
EUREKA FEDERAL SAVINGS PROJECT
El Camino Real Near 25th Avenue
City of San Mateo, California
Prepared for
CITY OF SAN MATEO
Department of Community Development
Planning` Division
By
BARNARD C. JOHNSON, P.E.
Traffic Engineering Consultant
January 25, 1979
Final Traffic Study
EUREKA FEDERAL SAVINGS PROJECT
• El Camino Real Near 25th Avenue
City of San Mateo, California
•
Prepared for
•
CITY OF SAN.MATEO
Department of Community Development
Planning Division
•
•
•
•
By
BARNARD C. JOHNSON, P.E.
Traffic Engineering Consultant
January 25, 1979
TABLE OF CONTENTS
TECHNICAL EVALUATION
Existing Conditions
Vehicle Trip Generation
Trip Distribution and Assignment
Traffic Impact Evaluation
CONCLUSION
APPENDICES:
Appendix A.
Appendix B.
Appendix C.
Appendix D.
Page
1
2
7
3
9
9
Level of Service Guidelines
Existing Level of Service
Weekday Hourly Volume Variation and
Vehicle Access Assignments
Report Author.
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Final Traffic Study
EUREKA FEDERAL SAVINGS PROJECT
El Camino Real Near 25th Avenue
City of San Mateo, California
This traffic study has focused on the proposed Planned
Development project by Eureka Federal Savings & Loan at the subject
• location. Residential, commercialand office uses are proposed for
the 46,544 square foot "L" -shaped lot fronting on El Camino Real
and on 26th Place.
This report includes tabulations to facilitate comparisons
• of the numerical values for existing and future land use and
traffic conditions. Definitions of traffic flow quality are
discussed in terms of level of service with existing conditions
as a base. The land use assumptions are essentially those exist-
ing today plus the proposed development.
•
•
TECHNICAL EVALUATION
The study has been at a general level of detail and was
intended to provide an overview assessment of traffic impact of
the proposed development. The basic intent was to consider the
proposed development as a whole and evaluate the traffic conditions
for any possible adverse impacts. If so, it would be known early
in the City's project review process whether adverse elements
could be avoided and, the street system could operate in a safe
and efficient manner.
• Standard technical methodology has been used incorporating
the following elements:
• Description of existing condition
• Vehicle trip generation
• • Trip distribution and assignment
• Traffic impact evaluation
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The conclusions reached are based on an independent assessment of
• the study findings using conservative assumptions.
•
•
•
•
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Existing Conditions
Understanding the current operation of adjacent intersections
is necessary to evaluate the impact of new traffic on that inter-
section. This includes an awareness of the conditions experienced
by the general public while driving, walking, or observing the
intersection.
A further point of awareness in the evaluation is the rela-
tive degree of concern by the public. Tolerance levels are
different in the central business districts of urban street systems
(the El Camino Real Corridor in San Mateo,for example) than they
are for an outlying arterial, or for a local neighborhood street.
In very subjective terms, traffic volume impact might be equivalent
as viewed by abutting land owners (tenants). and by motorists for
the various classes of streets shown in Table 1.
TABLE 1. RELATIVE TRAFFIC VOLUME IMPACTS
Equivalent Levels of Concern
(Generalized)
VOLUME LEVEL OF
CLASSIFICATION (Vehicles Per Day) CONCERN
Local Street (2 Lanes) 500 Acceptable
• Collector Street (2-4 Lanes) 5,000 Acceptable
Arterial (4-6 Lanes) 20,000 Acceptable
In the Eureka Federal Savings (EFS) study area, there are
•' fluctuating volumes associated with residential and commerical land
uses. The project area is in a particularly sensitive location.
Commercial development depends upon easy vehicular access and high
volume levels. The local residential areas (on Edison Street and
• on 26th Place) are in the opposite category - the lower the traffic
volume in front of residences, the better.
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C o m m u t i n g a n d g e n e r a l c i r c u l a t i o n t h r o u g h o u t t h e d a y p r o d u c e
v a r y i n g d a i l y a n d p e a k - h o u r v o l u m e s . F o r e x a m p l e , T a b l e 2 s h o w s
t h e r e l a t i v e t r a f f i c v o l u m e c o u n t s i n t h e s t u d y a r e a .
T A B L E 2 . D A I L Y T R A F F I C V O L U M E S
" E s t i m a t e d a n d C o u n t e d
"
"
D A I L Y V O L U M E
S T R E E T V e h i c l e s P e r D a y
E d i s o n S t r e e t
2 8 t h A v e n u e
2 7 t h A v e n u e
2 5 t h A v e n u e
E l C a m i n o R e a l
8 0 0
2 , 6 0 0
4 , 2 0 0
8 , 3 0 0
4 3 , 0 0 0
" E l C a m i n o R e a l i s a m a j o r a r t e r i a l t h a t o p e r a t e s a t c r i t i c a l
l e v e l s i n p e a k p e r i o d s . T h e s t r e e t i s v e r y s e n s i t i v e t o t r a f f i c
f l o w i r r e g u l a r i t i e s . T a b l e s 3 a n d 4 s h o w t h a t v o l u m e s a r e a t h i g h
l e v e l s a n d f a i r l y u n i f o r m t h r o u g h o u t t h e l a t e a f t e r n o o n p e a k p e r i o d .
A l s o , t h e v o l u m e s a r e s p r e a d o u t m u c h m o r e t h r o u g h o u t t h e d a y
( 7 A M - 7 P M a t 7 2 p e r c e n t ) a s c o m p a r e d w i t h a l o c a l s t r e e t l i k e
E d i s o n w h i c h p r o b a b l y h a s 8 5 - 9 0 p e r c e n t o f i t s t r a f f i c b e t w e e n
7 A M a n d 7 P M .
"
"
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T A B L E 3 . M A C H I N E T R A F F I C C O U N T S
E l C a m i n o R e a l
1 9 7 7 S t a t e T r a f f i c C e n s u s
L O C A T I O N *
P E A K A V E R A G E D A I L Y T R A F F I C
H O U R P e a k M o n t h A n n u a l
N o r t h o f H i l l s d a l e B l v d 3 , 6 0 0
S o u t h o f R o u t e 9 2 4 , 1 0 0
4 3 , 0 0 0
4 9 , 5 0 0
4 0 , 0 0 0
4 5 , 5 0 0
* C r o s s s t r e e t r e f e r e n c e
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TABLE 4. MACHINE TRAFFIC COUNTS
City of San Mateo, January 20, 1978,
Friday
El Camino Real - South of 27th Avenue
• DIRECTION
TIME
Southbound Northbound TOTAL
2 - 3 PM 1,379 1,532 2,911
3 - 4 1,461 1,471 2,932
• 4 - 5 1,629 1,457 3,086
5 - 6 1,720 1,340 3,060
6 - 7 1,195 1,152 2,347
•
24 -Hour
20,001 22,654 42,655
12 -Hour
(% of 24 -Hour)
14,583
(73%)
16,029
(71%)
30,612
(72%)
Peak hour flows have been studied in detail at El Camino Real
• and 25th Avenue. An earlier traffic count by Caltrans has
supplemented the recent counts made for this study. Figure 1
shows the Friday evening peak hour turning movements for the
intersection.
•
•
•
The intersection is relatively congested and was observed
operating at Level -of -Service "D" as shown in Table 5. Pedestrian
volumes were very light and did not adversely affect traffic flow.
Violations of the red signal display were observed regularly
indicating the amount of traffic "pressure" exerted at the
intersection.
Traffic volumes were sampled at 27th Avenue and El Camino
Real and observed for the other streets in the area.
The critical lane volume analysis for 25th Avenue and El
Camino Real is shown in Appendix B. The resulting critical lane
volume of 1,410 vehicles per hour can be compared with the guide-
• lines in Appendix A and shows the intersection to be operating
at Level -of -Service "D". This tolerable operating level has
developed over the last three years since 1975 with Level -of -
Service "C".
" 2 , 0 0 . 3
/ , 7 0 2
/ 4 2
"
i
2 , 1 0 5
M i d d a y
` D a ' m I i r I / . 9 7 6
4 , 3 0 - - . . O P M
/ 6 2
4 1 3 0 8
5
3 6 7
F i g u r e /
P E ' A i i H O U R 1 / 0 4 1 U M E
"
2 5 7 7 / 4 1 1 - E L C A M / N O R E A L
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TABLE 5. INTERSECTION VOLUMES
Turning Movement Summary
25th Avenue & El Camino Real
CRITICAL LEVEL
DAY/DATE TOTAL PEDESTRIANS LANE OF
• Time VEHICLES West North East VOLUME SERVICE*
Friday, 1 Dec. 78
4:30-5:30 PM
Wednesday,
12 Mar. 75
• 4:30-5:30 PM
Saturday,
2 Dec. 78
11:15 AM -
12:15 PM
•
4,859
3,708**
4,306
42 64 11 1,410
44 47 23 1,130
31 83 26 1,160
IfDn
tic 11
**Machine counts show the Friday peak hour at 11% higher than for
Wednesday. With this adjustment, there has been an increase of
about 6 percent per year in intersection volume.
*The level -of -service guidelines and discussion are presented in
• Appendix A.
Traffic conditions on El Camino Real are further described
by samples of vehicle travel speeds. As shown in Table 6, the
• evening peak hour speeds are at, or below the guideline for Level
"D" of about 15 MPH.
•
TABLE 6. VEHICLE TRAVEL SPEEDS
El Camino Real - 20th to 28th Avenues
DAY/DATE/TIME
TRAVEL SPEEDS, MPH
Southbound Northbound
• Friday, December 8, 1978
11-11:20 AM 19.9 19.9
4:34-5:12 PM 11.4 15.4
Saturday, December 9, 1978
• 12:05-12:24 PM, and
12:42-12:55 PM 18.0 20.8
6
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B o t h E d i s o n S t r e e t a n d 2 6 t h P l a c e a r e n a r r o w w i t h p a r k i n g
" a t t h e c u r b . A l t h o u g h p a r k i n g s p a c e s a r e a v a i l a b l e d u r i n g t h e
d a y , t h e s e s t r e e t s c a n n o t b e c o u n t e d o n a s p a r t o f t h e p a r k i n g
s u p p l y f o r t h e E F S p r o j e c t . T w o - w a y t r a f f i c f l o w i s p a r t i c u l a r l y
t i g h t t h r o u g h t h e c o r n e r t u r n a t E d i s o n a n d 2 6 t h P l a c e .
"
v e h i c l e T r i p G e n e r a t i o n
T h e r e s i d e n t i a l , c o m m e r c i a l a n d o f f i c e u s e s g e n e r a t e t r a f f i c
a t d i f f e r e n t r a t e s a n d w i t h d i f f e r e n t p e a k - h o u r c h a r a c t e r i s t i c s .
" I n t a b u l a r f o r m , t h e . . d i f f e r e n c e s c a n b e e a s i l y s e e n . T a b l e 7 s h o w s
t h e e s t i m a t e d g e n e r a t i o n b a s e d o n s t a n d a r d d a t a ( C a l t r a n s a n d t h e
I n s t i t u t e o f T r a n s p o r t a t i o n E n g i n e e r s ) . A p p e n d i x F i g u r e C - 1 s h o w s
t h e w e e k d a y h o u r l y v a r i a t i o n f o r e a c h u s e .
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T A B L E 7 . T R I P G E N E R A T I O N
W i t h M o d e - S p l i t E s t i m a t e s
L A N D U S E
G E N E R A T I O N
R A T E
T r i p s / U n i t
T R I P G E N E R A T I O N *
D a i l y P e a k H o u r
R e s i d e n t i a l
2 2 D w e l l i n g U n i t s 6 / D U 1 3 0 1 4
C o m m e r c i a l - ( E F S )
5 , 0 5 8 S q . F t . 7 0 / 1 , 0 0 0 S q . F t . 3 5 0 5 6
D r i v e - U p W i n d o w - 1 0 0 4 0
O f f i c e
2 1 , 0 0 0 S q . F t . 1 5 / 1 , 0 0 0 S q . F t .
3 1 5 4 7
" S u b - T o t a l 8 9 5 1 5 7
L e s s W a l k - I n s
4 8 7
" T O T A L
8 4 7 1 5 0
* T h e n u m b e r o f a c t u a l v e h i c l e s i n v o l v e d i s h a l f t h e n u m b e r o f t r i p -
e n d s g e n e r a t e d a t t h e s i t e ( i . e . , o n e c a r a r r i v i n g , p a r k i n g , a n d
l e a v i n g c o n s t i t u t e s t w o t r i p e n d s ) . T h u s , t h e t o t a l t r a f f i c g e n -
" e r a t e d a n a d a i l y b a s i s o f 8 5 0 t r i p s a c t u a l l y c o n s t i t u t e s 4 2 5 v e h i c l e s
m a k i n g a o n e - w a y t r i p t o t h e s i t e a n d a o n e - w a y t r i p f r o m t h e s i t e .
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Trip Distribution and Assignment
Travel to and from the EFS project has been assumed
approximately as follows:
• North: 50%
▪ South: 30%
• East: 10%
• West: 10%
For peak period analysis the travel characteristics are distinctly
• different. Table 8 shows the net result.
•
TABLE 8. PEAK HOUR TRAVEL
By Land -Use Type, Less Pedestrians
LAND USE
PEAK HOUR TRAVEL
In Out
Percent Vehicles Percent Vehicles
• Residential 70 9 30 3
EFS Office 50 25 50 25
EFS Drive -Up 50 20 50 20
Office 15 7 85 41
•
•
•
TOTAL
61 89
ESTIMATED PEAK
15 MINUTE FLOW
25 - 40
Detailed assignments are shown in Appendix Figure C-2. Primary
access is via El Camino Real with right turns in and out of EFS. No
left turns have been assumed to or from El Camino Real for peak
hour analysis.
Traffic Imzact Evaluation
It is clear that the estimated peak -hour traffic impact is
• relatively small. Less than 100 vehicles per hour are added to the
El Camino Real and 25th Avenue intersection (presently carrying
4,860 vehicles per hour). There is an insignificant adverse impact
on the critical lane volumes for the intersection.
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O f m o r e r e l e v a n t c o n c e r n i s t h e i m p a c t o n 2 6 t h P l a c e . T h e p r o -
" p o r t i o n a l e f f e c t i s h i g h e r ; h o w e v e r , t h e a b s o l u t e m a g n i t u d e i s s m a l l
a t a n e s t i m a t e d i n c r e a s e o f 6 0 v e h i c l e s p e r h o u r b e t w e e n E F S a n d
F l o r e s S t r e e t . A n e s t i m a t e d 3 4 v e h i c l e s p e r h o u r c o u l d u s e E d i s o n S t r e e t .
W i t h t h e i n c r e a s e d t u r n i n g m o v e m e n t s , a d e q u a t e s i g h t d i s t a n c e s
" a n d s a f e t u r n i n g p a t h s w o u l d b e i m p o r t a n t .
T h e i n t e r i o r c i r c u l a t i o n f o r t h e E F S p r o j e c t i s w o r k a b l e . H o w -
e v e r , t h e r e a r e r e s t r i c t i o n s i m p o s e d b y t h e p a r k i n g a i s l e p a t t e r n .
T u r n i n g p a t h s f o r r i g h t - t u r n i n g v e h i c l e s c r o s s o v e r i n t o o n - c o m i n g
" l a n e s . W i t h t h e l o w v o l u m e s e s t i m a t e d , t h e r e s h o u l d b e n o s a f e t y
p r o b l e m . I n t e r r u p t e d f l o w , i n c o n v e n i e n c e a n d s o m e d e l a y c a n b e
e x p e c t e d s i n c e t h e m a i n a c c e s s a i s l e s a l s o s e r v e a s p a r k i n g s t a l l s .
"
"
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C O N C L U S I O N
T h e e s t i m a t e d f u t u r e t r a f f i c i n c r e a s e s i n t h e s t u d y a r e a w o u l d
a p p e a r t o b e p o s s i b l e w h i l e m a i n t a i n i n g a t o l e r a b l e l e v e l o f s e r v i c e
( L e v e l - o f - S e r v i c e " D " ) a n d r e l a t i v e s a f e t y a t E l C a m i n o R e a l a n d
2 5 t h A v e n u e . M a n y c i t i e s w o u l d l i k e t o p l a n f o r a L e v e l - o f - S e r v i c e
" C " t h r o u g h o u t t h e i r a r t e r i a l s t r e e t s y s t e m . T h e y a l s o r e c o g n i z e
t h a t i n c r e a s e d c o n g e s t i o n ( L e v e l " D " ) c a n b e t o l e r a t e d d u r i n g t h e
p e a k h o u r s .
" A R I G H T T U R N O N L Y s i g n ( R 4 1 ) s h o u l d b e i n s t a l l e d f o r E F S
t r a f f i c e n t e r i n g E l C a m i n o R e a l . T h e n o r t h b o u n d l e f t t u r n f r o m E l
C a m i n o R e a l t o E F S i s a l r e a d y i l l e g a l . T h e i m p o s i t i o n o f t h e s e t u r n
" r e s t r i c t i o n s d i v e r t s t r a f f i c t o 2 6 t h P l a c e a n d E d i s o n S t r e e t .
T h e E F S p r o j e c t f r o n t a g e o n 2 6 t h P l a c e s h o u l d b e s e t b a c k a b o u t
8 f e e t i f p o s s i b l e t o f a c i l i t a t e v e h i c u l a r f l o w t h r o u g h t h e t u r n
( a t 2 6 t h & E d i s o n ) a n d t o p r o v i d e f o r l o a d i n g a n d p a s s e n g e r p i c k - u p
a c t i v i t y .
T h e R I G H T T U R N O N L Y r e g u l a t i o n f o r t r a f f i c e x i t i n g E F S o n t o
2 6 t h P l a c e w o u l d o n l y r e d u c e t r a f f i c o n E d i s o n S t r e e t b y 1 5 v e h i c l e s
p e r h o u r . T h e r e s u l t i n g r i g h t t u r n ( w h i c h w i l l o c c u r a n y w a y ) n e e d s
o n - s t r e e t d e s i g n t r e a t m e n t t o a v o i d t h e h e a d - o n a c c i d e n t p o t e n t i o n .
L e n g t h e n i n g t h e d r i v e w a y a b o u t 1 0 f e e t w o u l d h e l p .
APPENDICES
Appendix A. Level of Service Guidelines
Appendix B. Existing Level of Service
Appendix C. Weekday Hourly Volume Variation and
Vehicle Access Assignments
Appendix D. Report Author
" " " 1 " " " " " "
* *
T A B L E 1 . Q U A L I T Y O F T R A F F I C F L O W
O V E R A L L I N T E R S E C T I O N A V E R A G E
L E V E L O F O B S E R V E D F L O W C O N D I T I O N A V E R A G E V O L U M E / L A N E - V O L U M E V E H I C L E C A P A C I T Y
S E R V I C E * O N S T R E E T S P E E D C A P A C I T Y S U f ' M A T I O N * * S P A C I N G I N D E X
( m p h ) R A T I O ( v n h ) ( s e c )
A F r e e F l o w ( r e l a t i v e l y ) 3 0 0 . 7 0
B S t a b l e F l o w ( s l i g h t d e l a y ) 2 5 0 . 7 0 - 0 . 7 9 9 5 0 3 . 4 0 . 6 5
C S t a b l e F l o w ( a c c e p t a b l e
d e l a y ) 2 0 0 . 8 0 - 0 . 8 9 1 , 2 0 0 2 . 7 0 . 8 5
D A p p r o a c h i n g u n s t a b l e
( t o l e r a b l e d e l a y ) 1 5 0 . 9 0 - 0 . 9 9 1 , 4 0 0 2 . 3 1 . 0 0
E U n s t a b l e ( i n t o l e r a b l e a p p r o x
( C a p a c i t y ) d e l a y ) 1 5 1 . 0 0 1 , 5 5 0 2 . 1 1 . 1 0
F F o r c e d F l o w ( j a m m e d ) 1 5 N o t
M e a n i n g f u l
S O U R C E : H i g h w a y C a p a c i t y M a n u a l ( P a g e 3 2 3 ) a n d g e n e r a l p r o f e s s i o n a l p r a c t i c e .
* C o n t i n u e d r e s e a r c h b y t h e F e d e r a l H i g h w a y A d m i n i s t r a t i o n a n d t h e N a t i o n a l C o o p e r a t i v e
H i g h w a y R e s e a r c h P r o g r a m ( N a t i o n a l A c a d e m y o f S c i e n c e s ) i s r e f i n i n g t h e c o n c e p t .
A t i n t e r s e c t i o n s , t h e r e i s a n a p p r o x i m a t e t o t a l n u m b e r o f v e h i c l e s p e r l a n e f o r e a c h
L e v e l o f S e r v i c e . T h i s n u m b e r i s t h e t o t a l o f t h e h i g h e s t c o n f l i c t i n g t r a f f i c v o l u m e s
p e r l a n e a n d i s a l s o r e f e r r e d t o a s t h e c r i t i c a l v o l u m e .
APPENDIX B
EXISTING LEVEL OF SERVICE
25th Avenue and El Camino Real
i
3.2
8-1
25r// ,'11.4.
Ex/sizing Cctt dr=
Friday, PFDcaher ,.
"976
4;30 -530P41
fn/ !/eh%C/ .485:9
'Ala/4e: Lal_Je Yc7%C'/// `.
63
1.1175
230 •
6F-414
1.14
4 3T5
APPENDIX C
WEEKDAY HOURLY VOLUME VARIATION
AND
VEHICLE ACCESS ASSIPTIENTS
"
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O f l i c e
$
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C o t o i n e e e l e i ( E F " . 5 )
- r - 1 - t t 1 - - - + + - - - - + - - 1 1 P % 1 s ' t 1 I
f z 6 1 2
m
r I A . / ��. �� E A T
, I F S P i r e w e r
p v e d i e . r y A m i f i r y
M k , / 5 e r % a t e o n . , % g e C - 2 / i v - p e a / c u r 4 1 , ; s 7 1 / o v a l ,
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A v e "
I ��i a v �� u i 2 4 1 6 /
" 0 ^ - - - N U / a " c 9 9 / / G
" i 4 L / 5 0 r r i f r
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s a f e
. , 1 / e l . / ` . : 4 1 7 h r i
. / r f r e t ' V
F F P 4 1 \
/ 9
E A L
f ' e e i r d v y Y e Q A / r ' u r
1 / / 4 - / - i l a A C C E 3
A 6 6 / 6 / 1 / M 1 1 ' 7 5
APPENDIX D
REPORT AUTHOR
Barnard C. Johnson; P.P.
P7R1ARD C. 3()IINSON, P.E.
•
Mr. Johnson is a consulting traffic and transportation
engineer specializing in traffic operations and safety. Most
of his experience has emphasized increasing operational effi-
ciency through traffic regulations and control.
His prior experience covers over twenty-one years of
• traffic engineering, nine years with the City of. San Francisco,
eleven years as a Vice President and Project Director with
JIIK and Associates, and almost two years self-employed.
Mr. Johnson has directed or participated in many studies
of the impacts of traffic generated bya wide variety of pro-
• posed land use developments. Specific responsibilities also
have included a large number of projects in California and
other states involving traffic signal and control systems,
general traffic operations, design of ,signing, marking, and
channelization systems.
T1r. Johnson has had extensive experience on major traffic
research projects. He was Co -Principal Investigator on NCHRP
Project 3-11, a tiro -year project including area;bride evaluation
of operational improvements. Mr. Johnson worked extensively on
a research project for the Bureau of Public Roads, Intersection
Simulation Model Validation, Contract No. CPR -.11-2863. That
project involved component validation for four major intersec-
tion.signalization models.
Mr. Johnson directed a major project in Israel which
defined a comprehensive urban traffic control system for the
Tel -Aviv metropolitan area. The system included both the sur-
face street network and the Ayalon Freeway.
After receiving his Bachelor_ of Science degree in Civil
Engineering from the University of California at Berkeley,
Mr. Johnson obtained the Master of Engineering degree from the
Institute of Transportation and Traffic Engineering (now ITS)
at the University of California.
He is a Registered Professional Engineer (Civil 13,322 and
Traffic 7"S) in California. Other. P.7. .registr..ations include
the States of Arizona, Nevada, Utah, and lashington. IIe is
also a "o_l.lo<<r .in the Institute of '''.r. ansportation Engineers, and
a member of the American Society of Civil Engineers, and the
A-: erican Public Works Association. IIe has served as the
Chairman of the San Francisco I3ay Area in the Western Section
of the Institute -of Transportation Engineers. ?Ie is serving on
the Pedestrian Characteristics Committee (_A313O4) of the Trans-
portation Research Board.
•
•
•
•
March 25, 1°83
John Sutti and _ Associates, Inc.
1327 North Carolan Avenue
Burlingame, CA 94010
Re:.' 2600 F1 Camino Real, San -'Mateo
Gentlemen:
The eighteen -month landscape maintenance period is completed on
above named project which bears San Mateo No. PA81-50, and
of San Mateo releases its interest in the project.
the
the City
The Landscape .Maintenance Bond No. 73-0120-7470-79 in the amount of
$9,160 may now. he released.
Very truly yours,
ROBERT C.. BEZZANT
OIPECTCR OF PUBLIC WORKS,
GREGORY S. LITCHFR
ENGINEERING TRCPNICIAPT
RCB : CS1, : vm-4 7
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P A #
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r e l e a s e d i n t w o w e e k s . P l e a s e i n s p e c t t h i s p r o j e c t a n d r e t u r n t h i s
s l i p t o t h e A d m i n i s t r a t i v e A s s i s t a n t i n P u b l i c W o r k s .
J ' ' L a n d s c a p e M a i n t e n a n c e C o n d i t i o n s S a t i s f i e d
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C o g i t e c n y e A p r i o N t o N D r n o P 5 K i n 5 0 i r z F M P c
RECEIVED •
•
UNITED STATES FIDELITY AND GUARANTY COMPANY
tV i\-(EU
PUBLIC WORKS DEP i.
L
OWNER, OBLIGEE OR ORIGINATING CO. & ADDRESS
STATUS INQUIRY
A•',
City of San Mateo r ��
330 West 20th Avenue
San Mateo, -Ca.
-- CONTRACTOR
ADDRESS
DESCRIPTION
OF
CONTRACT *
John Sutti & Associates, Inc.
DATE
3/1/82
OUR BOND No.
74-0120-07469--79
REINSURER"5 ND.
1327 N. Carolan Ave., Burlingame, Ca. 94010
Landscape Installation, City of San Mateo, Ca.
OWNER
CONTRACT
PRICE
City of San Mateo, Ca.
5 46,687.00
BONDS IS7
23,343.50 & 46,687.00
EFFECTIVE DATE
9/25/79
WITHOUT PREJUDICING YOUR RIGHT OR AFFECTING OUR LIABILITY UNDER OUR BOND(S) DESCRIBED ABOVE,
WE WOULD APPRECIATE SUCH OF THE FOLLOWING INFORMATION AS IS NOW AVAILABLE.
*INCLUDE LOCATION AND OWNER'S
CONTRACT NUMBER.
VERY TRULY YOURS,
J
delity & Sur e,L`y Dept. M. BruinemanT- -
1 . IF CONTRA CO PLETED, PLEASE STATE:
2. IF CONTRACT UNCOMPLETED, PLEASE STATE:
APPROXIMATE DATE OF"EXIMPLETION•---
APPROXIMATE ACCEPTANCE
FINAL CONTRACT PRICE
OF WORK (OR FINAL DELIVERY).
DATE
el -2E3 -gi
APPROXIMATE PERCENTAGE OR DOLLAR AMOUNT
OF CONTRACT COMPLETED OR DELIVERED
3. DO YOU KNOW OF ANY UNPAID BILLS FOR LABOR OR MATERIALS:
4. REMARKS: `7G'S AM,5 1 e z L2
/4) Sj
NAME:
ADDRESS:
PLEASE RETURN ORIGINAL OF THIS INQUIRY
IN ENCLOSED ENVELOPE TO:
I
United States Fidelity & Guaranty Co.
P.O. Box 672.0
San Jose, Ca. 95150
YES N1:10
It is understood that the information contained herein is furnished as
a matter of courtesy for the confidential use of the surety and is
merely an expression of opinion. It is also agreed that in furnishing
this information, no guaranty or warranty of accuracy or correctness is
made and no responsibility is assumed as a result of reliance by the
surety, whether such information is furnished by the owner or by an
architect or engineer as the agent of the owner.
OWNER- C/i3%4Ll/4Yt,I /0.40.4-'
BY.
SIG ATURE
TITLE: VCr-/ G" cue Q P2? ,
CONTRACT Z6A ..-i(i l
GENERAL FORM STATUS INQUIRY
FEDERAL CASES TO BE SUBMITTED IN DUPLICATE.
STAMPED. ADDRESSED ENVELOPE TO RE ATTACHED.
DATE: � 1'+L- 7
THE LANGUAGE OF THIS FORM I5 ACCEPTABLE TO THE
SURETY ASSOCIATION OF AMERICA
L \LD5 c-AP_S IN5, EG 1 ! - SHEET
OJ CT LUC 770N AOF___lia.72,.‘2_°`!cAtc_ _ 4
,Q/750
A . ,r n1 -T. £U - ? ,..vim �.�' , Fi . •v r. r'a /c
Aix /N& AIVAESS
/NS/EJECT/0N: LAND3cA.p 114.5-r"u vot%1# ._- 0 1$ Mt‘ LAND.5cAPe MAINTENANCE
RForzisaNANCee G A ttree : SISOND
ACve
ADD Re : , 720
A5/20
EXPJM7ioN Atre
Ib FAC4LT-Tz3 mESEN'fl.4 OeC,t,cpED ❑DES 0 No
RCTI cN : 13' AfitoVEz, NDT PPKoVrsD
IN6Pee-TroN 15b:AA1' lsMoM'4is MAfN'iEN Nr-� � _._ p.ATE: i��
4DTv BE CoMiCETE:
&tractive AtTi9N For. LoNnlTipris Nor 3ansFifn c
INVOICE
G. BORTOLOTA & COMPANY •
City of San Mateo
330 W. 20th Ave.
San Mateo, CA 94403
Attn: Pete Boyle
Job Location
Your Number
26th Place, San Mateo
Street improvements on 10/21/81
869 LURLINE STREET
FOSTER CITY, CA. 94404
4415) 349-8970
Contractors License A323730
%dry d' '
•?Lao - .? G 'e .?C
Date October 30, 1981
Invoice No. 1108
Job No
Progress Billing No
TERMS: Net Cash
Place Base Rock 25.76 ton @ $20.00 per ton
3/4" A/C plug 32.96 ton @ 55.00 per ton
Overlay with 1" A/C 5,725 sq.ft. @ .84f per sq.ft.
Raise 3 manholes @ $180. each
$515.20
1,812.80
4,809.50
540.00
TOTAL DUE $7,677.50
TERMS AND CONDITIONS
\\A0/6
si\k,
1. No adjustment will be mode on the foregoing invoice unless a written claim is filed within ten days from the date hereof. The customer agrees to pay this invoice
in full at the office of G. Bortolotto & Company at 869 Lurline Street, Foster City, California 94404.
2. In the event payment is not so made, this invoice shall hereafter bear interest at the rote of 11/2% per month, and in the event an action be commenced for the
collection of this account, the customer agrees to pay a reasonable attorney's fee.
3. Since the contioctor is covered by public liability insurance, the customer shall not be entitled to offset any claim for property damage or personal injuries against
any indebtedness due contractor.
sea
DDLDN / DRULIA•/ASSODS.
landscape and site planning
jV� san francisco hay area F l tahoe area
93 SO. CENTRAL AVE. SUITE 72, CAMPBELL, CA 95008 P.O. BOX 2834, TRUCKEE. CA 95734
FILE copy
(LDt - t- SUBJECT_t_r eta
E y IF.011-00.1G
0(e 10 C40441t,k,o prr,44_
a ►3 M (��1 Cam.
-1)9-t936,b SaA(-7- '1`f - U4 J
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L46.43i - C 4 (T1e7r VA-
: epter+br r 28, I'9R1
John Sutti and Associates Incorporated
1327 North Carolen Avenue
Durlitage e, CA 94[!10
Res: 2600 El Camino Real, San Mateo
The work has been completed cm the aat°+nvee-named project which hears flan Mateo
No. 1211L-.14.. Tho public improvements art` complete as of Sesptenher 23, 1981,
and the City releases its intnrest in the project as of that !ate.
The hands puaranteeinp perfornance of work, labor and materials and
installation of landscaping may now be released.
d.
The hone numbers and amounts i+laid; can he released area:
Bond 07°1--0120x-74x,9-79 And 'amount 546,687.00
Bona #73-0120-7469-79 and amount $23,343.50
The landscape maintenance bon ! #73-0120-7470-79 in they amount of 39,160.00
is to remain in full force for eighteen months:.
Sincerely,
ROBERT C. BEZZM T
DIRECTOR ()F PUBLIC WORKS
G CORY S. LITCHER
ENGINEERING T CY 1
RGB zGSL: Za:--4 9
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a m o u n t o f $ 1 , 8 0 0 . 0 0 a s " i n l i e u p a y m e n t " f o r o n e s t r e e t
l i g h t o n E l C a m i n o R e a l i n f r o n t o f t h e a b o v e p r o j e c t .
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'RECEIVED
FROM
ADDRESS
INERESION111
1111111111111111111111
000 460 AP R7 1,80011100
FINANCE FORM OM
CITY OF SAN MATEO
TREASURERS RECEIPT
t FOR OFFICE USE ONLY J
CONTROL
OATS
AMOUNT.....
N2 24341
C SH/ER/AGENT
BRIAN • KANGAS •nULK & ASSOCIATES
CONSULTING ENGINEE PLANNERS • SURVEYORS
595 Price Avenue • Redwood City, CA. 94063 • Te1.(415) 365-0412
June 19, 1980
Job No. 79171
Mr. Elmer Schaal
Department of Public Works
City of San Mateo
330 West 20th Avenue
San Mateo, CA 94403
Dear Elmer:
2CGo RCR.
Enclosed are two (2) sets of the 26th Place improvement plan revised to
incorporate those comments on your check prints. I believe that this plan
is now ready for approval and would ask that we schedule a time when the
tracings can be signed. Would you please acknowledge this to me so that
this construction can occur.
Again, thank you for your continued cooperation.
RWF:pms
encs.
Very truly yours,
c4.0 etiQ
Robert.W. Faulk
cc: John Sutti (w/ encs.)
•
.,, 2 0 1980
SAN MATEO
PUBLIC WORKS DEPT,
N
MARY LOU LANE
i,
motet 0S890.R.33E1
N60°55'50"E
+N6r22'2 293.69'
N62°21'50" E
690 OR. 4901
246.17'
PARCEL 2
0.624 AC.±
P. Fs' it 1:5
PAR �, i. 1�/1:—�>, i s G _- iS ( =r iJ P )Yi C: S
N62"21'DO"E
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FINS RENEFI?
OF PARCEL i
EASEMENT AB,
MIOr..4RgP,0 PARR'�NE
MS�MEX! fl.: °
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F ..v., w i er+Ei n „r
•
nII N62°21'50•E 8 1162°41'50'2 1v
313M' 3473 SITS'
1162"21'502 '9 $ 1
_ � ^1
C F
0 a 70
33'{
x Ne7°VWc.:
PARCEL I
0.415 AC.*
;341 EASEMENT ~•�'+�
/ 146 PMr66',PROVL'MENTS
PAL, ---
S7(931'204w S ..E:JI, ff
!71.54'
571 31 t0 16¢.46'
146.2•-'�-
261h PLACE
, 1 IB.I4' --*
Llf
L!1
CC
2
25'
4.1
25'
R
A
W
11
• -r
016'
1011.65'
S 60255' 50"vi
{ 340"00'NI
FOR BENEFIT
OF PARCEL I
E.1250S,16
EA5`NCNT"'EM
18570 OR SKI
101.35
LEGEND
FOUND CHISELED CROSS
• FOUND 3/4' IRON PIPE
FOUND I" IRON PIPE WITH TAG -R.C.E. NO. 13776
) INDICATES RECORD DATA
•
NOTES: '
I. "0600-2610 26TH PLACE, A CONDOMINIUM SUSDIVISION, CITY OF SAN MATEO,
SAN MATEO CO)NTY, CALIFORNIA" IS A MAP OF A PROJECT AS THE TERN I5
• DEFINED iN SECTION 1350(3) OF TILE 61v1L CODE OF THE STATE OF 62)1,4008810
ANO THE 5L00501010N DEPICTED HEREON i5 SUBJECT TO THE PR0Vi510NS OF THE
CALIFORNIA COND7MINi011 ACT, TITLE 6, PART 4, DIV15109 SECOND OF THE
CIVIL CODE. •
2. "CONDOMINIUM" SHALL MEAN AN ESTATE IH REAL PROPERTY AS DEFINED 1N THE
CALIFORNIA CIVIL CODE SECTION 783 CONSISTING OF AN UNOIVEOED (N0EREST
IN A COMMON AREA TOGETHER V1TM AN INTEREST IN A UNIT 1NCLUO194 CERTAIN
EA5ENE!RS APPURTENANT TO SUCH UNIT. FOR THE PURPOSE OP THESE RESTRICT-
IONS, 111E OWNERSHIP OF EACH CONDOMINIUM SHALL INCLUDE A UNIT TOGETHER
WITH THE EASEMENTS APPURTENANT TO SUCH UNIT, THE RESPECTIVE UNDIVIDED
INTERESTS IN THE COMMON AREA AND A MEMBERSHIP IN THE ASSOCIATION HERE-
INAFTER DEFINED. - .
3. "PROJECT.. WITHIN THE MEANING OF CALIFORNIA CIVIL CODE SECTION 1350(3)
IS SUBJECT TO THE P1100121040 CF THE CALIFORNIA CONDOMINIUM ACT (TITLE 6,
PART 4, 010I01ON SECOND OF THE CIVIL COCE).
"UNIT, SHALL MEAN THE ELEMENTS OF A CONDOMINIUM WHICH ARE NOT OWNED IN
COMMON WITH THE GAM OF OTHER CGNDONINIUMS. EACH UNIT IS A NUMBERED
PARCEL AS SHOWN ON THE MAP. THE BOUNDARY LINES OF EACH UNIT ARE A5
DEFINED UNDER CALIFORNIA CIVIL CODE SECTION 1303(7).
ALL BOLDING VALLS AND ALL WALLS OF. UNITS ARE AT RIGHT ANGLES TO EACH
OTHER UNLESS SHOWN OTHERWISE.
6, ALL DIMENSIONS AND ELEVATIONS SNOWIt ARE IN FEET AHD DECIMALS THEREOF.
5.
7. ALL WALL THICKNESSES ANE AS NOTED ON THE UNIT D)MENSIDN PLAN.
B.
9.
IN INTERPRETING DEEDS AND OTHER DCCJMCNYS IN CONNECTION WITH THIS
SUBDIVISION MP, THE E0(5T1NS PHYSICAL BOUNDARIES OF THE G'NIT CR OF A
UNIT RECONSTRUCTED' HIV SUD5TANTIAL 'ACCORDANCE WITH THE ORIGINAL PLANS
THEREOF SHALL BE CONCLUSIVELY PRESUME0 TO BE ITS BOUNDARIES RATHER THAN
THE 6000702165 AS EXPRESSED AND DELINEATED ON THIS 55001V12109 MAP,
REGARDLESS OF SETTLING OR LATERAL +50060ENT OF THE BUILDING OR REGARDLESS
OF MINOR VAR)AHC£ BETWEEN BOUNDARIES 1HO01NG ON SAID MAP AND THOSE OF
THE BUILDING.
THE RIGHTS OF EMERGENCY ACCESS TO THE PROVIDERS OF EMERGENCY SERVICES ,
ARE RE5ERVE0 ACROSS ALL ORIVEWA05 AND 022006NT5 HEREON. •
30. EACH AREA DESIGNATED 111TH A "0" ACID A NUMBER 15 A BALCONY, THE EXCLUSIVE
USE OF WHICH IS RESERVED TO THE OWNER OF THE CORRESPONDINGLY NUMBERED UNIT.
I1. EACH AREA DESIGNATED WITH A "P" AND A NUMBER IS A PARKING SPACE THE
EXCLUSIVE USE OF WHICH IS TO BE ASSIGNED BY THE ASSOCIATION.
12. MEASUREMENT OF DIMENSIONS AND TOLERANCES: ALL INTERIOR 010280ION5
511017N ANO ELEVATIONS NOTED ARE MEASURED TO THE UNFINISHED INTERIOR
SURFACES OF THE WALLS, FLOORS, AND CEILINGS. FLOOR AND CEILING
ELEVATIONS SHOWN HEREON ARE SUBJECT TO A VERTICAL TOLERANCE OF
(PLUS OR 011100) SIX INCHES. THE LOCATION OF THE PERIMETER VALLS OF
EACH UNIT AS 5HOWH HEREON IS SUBJECT TO A HORIZONTAL TOLERANCE OF
(PLUS OR MINUS) SIX INCHES.
CONDOMINIUM .PLAN -
2600 -2610 26th PLACE
LYING C0ITHIN THE CITY OF SAN MATEO
COUNTY OF SAN MA:00, CALIFORNIA
BEING A RESUBDiVISION OF PARCELS A 6, B
OF PARCEL NAP 228
FILED IN VOi3U0E 48 OE PARCEL YAP AT PAGE 88
SAN MATE0 COUNTY RECORDS
CITY OF SAN MATEO SAN MATEO COUNTY CALIFORNIA
SCALE 1" = 20' DATE: MARCH, 1900
BRIAN •KANGAS•FOULK& ASSOCIATES
CONSULTING ENGINEERS • PLANNERS • SURVEYORS
695 Price Avenue • flodwood City. CA 94093 • 741.(413) 366.0412
SHEET 2 OF 3
C-79171-2
ARCHITECT'S
FIELD ORDER
AIA DOCUMENT C708
•
t111Nti;
\RI. III lIt 1
t (1NbUt IANI�
(Tt)NTRA( 1OR
11.11)
OTHER
Jack
•
PROJECT: Eureka Federal Savings, FIELD ORDER NO:
(name, address) San Mateo
OWNER:
TO (Contractor)
L
Eggli Landscaping
972 Terminal Way
San Carlos, California 94070
DATE:
4/7/.81
12
I ARCHITECT'S PROJECT NO: 2 1 4
CONTRACT FOR: Landscape work
J CONTRACT DATE:
You are hereby directed to execute promptly this Field Order which interprets the Contract Documents or (titters minor
changes in the Work without change in Contract Sum or Contract Time.
If you consider that a change in Contract Sum or Contract Time is required, please submit your itemized proposal to the
Architect immediately and before proceeding with this Work. If your proposal is found to be satisfactory and in proper
order, this Field Order will in that event be superseded by a Change Order.
Description:- (Here insert a written descnphon of the mtetpretatton or change)
1. Revise landscaping in area adjacent to .apartment
building.
2. Miscellaneous landscape and plant list revisions.
Attachments: (Here inset! luting of attached dio:uments that ul:t ;,t dru:.l;:o:n
Two copies drawings L —I through L-6, revision 3/12/81
ARCHITECT:
BY:
iam Robson,AIA
JOHN SUTTI & ASSOCIATES
PLANNERS • DESIGNERS • BU,LDERS
127 NORTH CARMAN AVE . EAUR! INC;•;ME, CA 940i0
J4i'.::il 1,6
AIA DOCUMENT G748 • ARCHITECT'S HUD ORDER • APRII. 1970 EDITION • AIA* • u 1970 ONE PAGE
THE AMERICAN INSTITUTE OF ARCHITECTS, 173 NEW YORK AVE., Nw. WASHINGTON, D.C. ?u0O6
CITY OF SAN MATEO
TREASURERS RECEIPT
RECEIVED FROM � 3R1-11
ADDRESS 73 "-i /U arc't N� �� 7?-/ 7 7
CONTROL N° 16178
DATE
j -Z5' --"jD
AMOUNT $ L c0 0 00
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AMOUNT
( PLEASE PRINT
DESCRIPTION 28 SPACES
COMMENTS
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FINANCE FORM 033
300.00 )
t. FOR OFFICE USE ONLY
CASHIER
3-1-712
Cil
(-As-rd)
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CEI
tH Vii- 1980
SAN MATED
PUB? !C WORKS DEPT.
Bell Electrical Signs, Inc.
1320 Marsten Road,
Burlingame, Ca. 94404
Jan. 29, 1980
L
AC!$ N
INSURANCE VERIFICATION
Date: 11- 9- 79
PL/PD 1 • 738
Expiration Date: -5-80
R\ .) 1,47
S DEVELOPMENT PERMIT
NO.
In accordance with the San Mateo City Site Development Code, Chapter 23.40 S.M.M.C.,
permission is granted to:
i;
t om•
Address 1 327 ` .. Cart4 av`
5uC�� J e,Ck 94.0ca
Phone (1-7 2 ! 05T
Name
Date of Issue /f'
Commence Work By /6P' yep•.. ,)
Complete Work By 1/ -
to grade and/or remove major vegetation from private property described below:
Address or locational description OV000 ` aCo S • .. ` C-aPAI hb Qe.4
in accordance with the following attached approved plans and specifications and attached
special conditions of P.A. No. TES t
This application has fulfilled all requirements of the Site Development and Heritage
Tree Regulations according to hearings duly held by: Board of Zoning Adjustments il
, City Council
(date)
Action of (1.1
-be issued.
, Planning Commission
(date)
was final on
(
Go 7e)
ate)
and permit may
for Permittce (date ].an in• �ivison (date)
/
ks & Recreation Department (date) Department
f Public Works (date)
011
In order to obtain the inspections required by Article 23.40.150 S.M.M.C., permittee
shall notify Engineering Division at: (574-6790); and, where applicable, the Landscape
Resources Division at: (574-6740) at least one (1) full working day before the follow-
ing inspections are to be made:
INSPECTION:
A. Initial Inspection Date
B. Rough Grading Date
Final Inspection Date
c.
APPROVAL:
Inspector
Inspector
Inspector
Work authorized by this permit has. to the best of my knowledge,
performed:
Date
Date
FEE AND DEPOSIT DATA:
10-00-00.00--362-00
11-00-00.00--362-00
10-00-00.00-254- Tr
Director of Parks & Recreation
City Engineer
been satisfactorily
PA NO.
PA NO.:,
P.W. Plan Check Fee
Park Plan Check Fee
PA NO. - 'i Site Inspection Deposit
Original to Public Works
Dept.
-- VALIDATION --
When properly validated, this ie your.receipt. •
1L,
Copies To:
Permittee
Park Dept.
Planning Div.
Chief Inspector.
FORM DM•M-P-202 (REV. 1-76)
STATE OF CALIFORNIA
DEPARTMENT OF TRANSPORTATION
ENCROACHMENT PERMIT
John Sutti & Associates, Inc.
1327 North Carolan Avenue
Burlingame, CA 94010
, Permittee
No. 419-E-771316
San Francisco
California
October 11 19 79
in compliance with your request of .. September. _ 27 - 19.7.9....and subject
to all the terms, conditions and restrictions written below or printed as general or special
provisions on any part of this form and/or attached hereto.
PERMISSION IS .HERESY GRANTED TO remove driveway and construct curb,
gutter and sidewalk, and install two tree wells south of 25th
Avenue on the westerly side of State Highway 04-SM-82, Post Mile
10.0.
Three days before work is started under this permit, notice
shall be given to, and approval of construction details, opera-
tions, public safety, and traffic control shall be obtained from
Senior Highway Maintenance Superintendent T. J. Hafley, P. 0. Box
4306, Foster City, 94404, 572-0911.
Your attention is directed to the General Provisions herein,
and to the attached Special Provisions, Nos. 1, 11A, 12, 20 and 25,
which must be complied with.
Tree planting details shall con.rorm as applicable to the
Special Provisions for Tree Planting Along Conventional Highways
attached hereto.
Permittee shall contact State's representative for final
inspection and approval of completed work.
When applicable, permittee shall comply with Attachment "A".
This permit is to be strictly construed and no work other than . that specifically
mentioned above is authorized hereby.
This permit shall be void unless the work herein contemplated shall have been completed
before. _ .December 1
1979._
DEPARTMENT OF TRANSPORTATION
By
T. R. _LAMMERS_
t.t l.ertor of Transportation
I`' hw•t "III' rrnw`-Mmr
CITY OF SAN MATEC N° 13 510
CONTROL
TREASURERS RECEIPT DATE ,I/f1 i ! J
RECEIVED FROM ` /-bi I St) 777. 4, ,; CtY'
AMOUNT (0/
ADDRESS / J i 7 4 0//?/)1- / 41, Rt'?tilt.164/22r 97/0/0
o
o
v
1..:
(m- (PLEAsEPR/Nr)AMOUNT DESCR/PT/ON
COMMENTS
)
, ,,?"5.-.f
;:?
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CZ? ?,Z',✓ 4IZZ:•6'1-' -�K _ 'G, f1� '•L72/?l)r
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FINANCE FORM 033 t. FOR OFFICE USE ONLY J
C SHIER/AGENT
3-I-712
' JN1 1 ED STATES FIDELITY -.:AND .GUARAN 1 Y COMPANY
(A Stock Company)
Ho 73-0120-7470-79
MAINTENANCE BOND
KNOW ALL flEN N BY THESE PRESF;NTS
$ 25.00_
That John Sutti and Associates, Inc.
as Principal
and the UNITED STATES FIDELITY AND GUARANTY CCE-lYNY, a corporation,
organized and existing under the laws of the State of I aryland and
authorized to do a suret business in the State of California, as
Surety, are held and firm bound unto .City of San Mateo
in the sum of Nine Thousand One Hundred Sixty and No/100
Dollars ($9,160.00 ), lawful money of the United States of America
for the payment of which sum well and truly to be made we bind ourselves
our heirs, executors, administrators, successors and assigns, jointly
prd severally, firmly by these presents.
Sealed with our seals and dated this 25th day of September
19 79 .
S R S, John Sutti and Associates, Inc. -
as Contractor
was awarded the contra ct for Landscape -Installation
for the sum of Forty -Six Thousand Six Hundred Eighty -Seven & No/100---
Dollars; (S 46, 687.00 ) and
Jt EREAS, under the terms of the specifications for said
work, the said John Sutti And Associates, Inc.
is required to give a bond equal to ( ;4) per cent
of the amount of the contract to protect
against the result of tvv materials or t�:or'� r.anship for a •
period ofEighteer( 18) from and after the date of the
completion and acceptance of srne by City of San Mateo
I'ow, therefore, if the said John Sutti and Associates, Inc.
shall T; nf'of Months a �� .�, the r
for a pe_lo.� 18 yeaws from n�ru ai e date of the
completion and acceptance of same by City of San Mateo
replace any and all defects arising in said work, whether
resulting from defective materials or defective workmanship, then
the above obligation to be void, otherwise to remain in full force
and effect. • .
John Sutti and Associates, Inc.
By: - - -
•
UNITED STATES FIDELITY AND
GUARANTY COMPANY
BY://
R. C. Kahn - ttornev-in-Fact
r •
ATTORNEY -IN -FACT AFFIDAVIT
SfATE OR COMMONWEALTH OF California
COUNTY OR CITY OF San Francisco
ss:
Before me, a Notary Public, personally came
R . C. Kahn
known to me, and known to be the Attorney -in -Fact of United States Fidelity and Guaranty Company, a
Maryland Corporation, which executed the attached bond as surety, who deposed and said that his signa-
ture and the corporate seal of said United States Fidelity and Guaranty Company were affixed by order
and authority of said Company's Board of Directors, and that the execution of the attached bond is the
free act and deed of United States Fidelity and Guaranty Company.
Given under my hand and seal this
25th - day of tember ,1979 .
My Commission expires
Jud. 876 (9-57)
3111111/111111
BILLIE M. RI SON
NOTARY PUBLIC — CALIFORNIA
CITY : COUNTY OF SAN FRANCISCO
My Commission Expires May 24, 1983
otary Public.
"
C E R T I F I E D C O P Y
s
G E N E R A L P O W E R O F A T T O R N E Y
N o . 8 8 1 6 7
K n o w a l l M e n b y t h e s e P r e s e n t s :
T h a t U N I T E D S T A T E S F I D E L I T Y A N D G U A R A N T Y C O M P A N Y , a c o r p o r a t i o n o r g a n i z e d a n d e x i s t i n g u n d e r t h e l a w s o f t h e
S t a t e o f M a r y l a n d , a n d h a v i n g i t s p r i n c i p a l o f f i c e a t t h e C i t y o f B a l t i m o r e , i n t h e S t a t e o f M a r y l a n d , d o e s h e r e b y c o n s t i t u t e a n d a p p o i n t
J . F . H a l l i s e y , R . C . K a h n , B i l l i e M . R i c h a r d s o n a n d B e r t h a Z . M a r t i n
o f t h e C i t y o f S a n F r a n c i s c o , S t a t e o f C a l i f o r n i a
i t s t r u e a n d l a w f u l a t t o r n e y 9 i n a n d f o r t h e S t a t e s o f C a l i f o r n i a a n d N e v a d a
f o r t h e f o l l o w i n g p u r p o s e s , t o w i t :
T o s i g n i t s n a m e a s s u r e t y t o , a n d t o e x e c u t e , s e a l a n d a c k n o w l e d g e a n y a n d a l l b o n d s , a n d t o r e s p e c t i v e l y d o a n d p e r f o r m a n y a n d
a l l a c t s a n d t h i n g s s e t f o r t h i n t h e r e s o l u t i o n o f t h e B o a r d o f D i r e c t o r s o f t h e s a i d U N I T E D S T A T E S F I D E L I T Y A N D G U A R A N T Y
C O M P A N Y , a c e r t i f i e d c o p y o f w h i c h i s h e r e t o a n n e x e d a n d m a d e a p a r t o f t h i s P o w e r o f A t t o r n e y ; a n d t h e s a i d U N I T E D S T A T E S
F I D E L I T Y A N D G U A R A N T Y C O M P A N Y , t h r o u g h u s , i t s B o a r d o f D i r e c t o r s , h e r e b y r a t i f i e s a n d c o n f i r m s a l l a n d w h a t a o e v e r V i V f ( d C
a n y o n e o f t h e s a i d J . F . H a l l i s e y a n d t h e s a i d R . C . K a h n a n d t h e s a i d
B i l l i e M . R i c h a r d s o n a n d t h e s a i d B e r t h a Z . M a r t i n
m a y l a w f u l l y d o i n t h e p r e m i s e s b y v i r t u e o f t h e s e p r e s e n t s .
I n W i t n e s s W h e r e o f , t h e s a i d U N I T E D S T A T E S F I D E L I T Y A N D G U A R A N T Y C O M P A N Y h a s c a u s e d t h i s i n s t r u m e n t t o b e
s e a l e d w i t h i t s c o r p o r a t e s e a l , d u l y a t t e s t e d b y t h e s i g n a t u r e s o f i t a V i c e - P r e s i d e n t a n d A s s i s t a n t S e c r e t a r y , t h i s 3 0 t h d a y o f
S e p t e m b e r , A . D . 1 9 7 7
U N I T E D S T A T E S F I D E L I T Y A N D G U A R A N T Y C O M P A N Y .
( S i g n e d ) B y . . . . C h a r l e s W . B o o n e
V i c e " P r e s i t l e n t .
( S E A L )
S T A T E O F M A R Y L A N D ,
B A L T I M O R E C I T Y ,
}
a a :
( S i g n e d ) M i c h a e l B . C a s e y
A s s i s t a n t S e c r e t a r y .
O n t h i s . 3 0 t h d a y o f S e p t e m b e r , A . D . 1 9 7 7 , b e f o r e m e p e r s o n a l l y c a m e
C h a r l e s W . B o o n e " , V i c e - P r e s i d e n t o f t h e U N I T E D S T A T E S F I D E L I T Y A N D G U A R A N T Y
C O M P A N Y a n d M i c h a e l B . C a s e y , A s s i s t a n t S e c r e t a r y o f s a i d C o m p a n y , w i t h b o t h o f
w h o m I a m p e r s o n a l l y a c q u a i n t e d , w h o b e i n g b y m e s e v e r a l l y d u l y s w o r n , s a i d t h a t t h e y , t h e s a i d C h a r l e s W . B o o n e
a n d M i c h a e l B . C a s e y w e r e r e s p e c t i v e l y t h e V i c e - P r e s i d e n t a n d t h e A s s i s t a n t S e c r e t a r y o f t h e s a i d U N I T E D
S T A T E S F I D E L I T Y A N D G U A R A N T Y C O M P A N Y , t h e c o r p o r a t i o n d e s c r i b e d i n a n d w h i c h e x e c u t e d t h e f o r e g o i n g P o w e r o f A t t o r n e y ;
t h a t t h e y e a c h k n e w t h e s e a l o f s a i d c o r p o r a t i o n ; t h a t t h e s e a l a f f i x e d t o s a i d P o w e r o f A t t o r n e y w a s s u c h c o r p o r a t e s e a l , t h a t i t w a s
s o f i x e d b y o r d e r o f t h e B o a r d o f D i r e c t o r s o f s a i d c o r p o r a t i o n , a n d t h a t t h e y s i g n e d t h e i r n a m e s t h e r e t o b y l i k e o r d e r a s V i c e - P r e s i d e n t
a n d A s s i s t a n t S e c r e t a r y , r e s p e c t i v e l y , o f t h e C o m p a n y .
M y c o m m i s s i o n e x p i r e s t h e f i r s t d a y i n J u l y , A . D . 1 9 7 8
( S E A L ) ( S i g n e d )
S T A T E O F M A R Y L A N D
B A L T I M O R E C I T Y ,
s
S c t .
M a r g a r e t M . H u r s t
N o t a r y P u b l i c .
L R o b e r t H . B o u s e , C l e r k o f t h e S u p e r i o r C o u r t o f B a l t i m o r e C i t y , w h i c h C o u r t i s a
C o u r t o f R e c o r d , a n d h a s a s e a l , d o h e r e b y c e r t i f y t h a t M a r g a r e t M . H u r s t , E s q u i r e , b e f o r e
w h o m t h e a n n e x e d a f f i d a v i t s w e r e m a d e , a n d w h o h a s t h e r e t o s u b s c r i b e d h i s n a m e , w a s a t t h e t i m e o f s o d o i n g a N o t a r y P u b l i c o f t h e
S t a t e o f M a r y l a n d , i n a n d f o r t h e C i t y o f B a l t i m o r e , d u l y c o m m i s s i o n e d a n d s w o r n a n d a u t h o r i z e d b y l a w t o a d m i n i s t e r o a t h s a n d t a k e
a c k n o w l e d g m e n t s , o r p r o o f o f d e e d s t o b e r e c o r d e d t h e r e i n . I f u r t h e r c e r t i f y t h a t I a m a c q u a i n t e d w i t h t h e h a n d w r i t i n g o f t h e s a i d
N o t a r y , a n d v e r i l y b e l i e v e t h e s i g n a t u r e t o b e h i s g e n u i n e s i g n a t u r e .
I n T e a t i n w n W h e r e o f , 1 h e r e t o s e t m y h a n d a n d a f f i x t h e s e a l o f t h e S u p e r i o r C o u r t o f B a l t i m o r e C i t y , t h e s a m e b e i n g a C o u r t
o f R e c o r d , t h i s 0 t h d a y o f S e p t e m b e r , A . D . 1 9 7 7
R o b e r t H . B o u s e
( S E A L ) ( S i g n e d )
F S 3 ( 6 - 7 7 )
C l e r k o f t h e S u p e r i o r C o u r t o f B a l t i m o r e C i t y .
u ��:
COPY OF RESOLUTION
That Whereas, it is necessary for the effectual transaction of business that this Company appoint agents and attorneys with power
and authority to act for it and in its name in States other than Maryland, and in the Territories of the United States and in the Provinces
of the Dominion of Canada and in the Colony of Newfoundland.
Therefore, be it Resolved, that this Company do, and it hereby does, authorize and empower its President or either of its Vice -
Presidents in conjunction with its Secretary or one of its Assistant Secretaries, under its corporate seal, to appoint any person or persons
as attorney or attorneys -in -fact, or agent or agents of said Company, in its name and as its act, to execute and deliver any and all con-
tracts guaranteeing the fidelity of persons holding positions of public or private trust, guaranteeing the performances of contracts other
than insurance policies and executing or guaranteeing bonds and undertakings, required or permitted in all actions or proceedings, or
by law allowed, and
Also, in its name and as its attorney or attorneys -in -fact, or agent or agents to execute and guarantee the conditions of any and all
bonds, recognizances, obligations, stipulations, undertakings or anything in the nature of either of the same, which are or may by law,
municipal or otherwise, or by any Statute of the United States or of any State or Territory of the United States or of the Provinces of the
Dominion of Canada or of the Colony of Newfoundland, or by the rules, regulations, orders, customs, practice or discretion of any board,
body, organization, office or officer, local, municipal or otherwise, be allowed, required or permitted to be executed, made, taken, given,
tendered, accepted, filed or recorded for the security or protection of, by or for any person or persons, corporation, body, office, interest,
municipality or other association or organization whatsoever, in any and all capacities whatsoever, conditioned for the doing or not doing
of anything or any conditions which may be provided for in any such bond, recognizance, obligation, stipulation, or undertaking, or
anything in the nature of either of the same.
I, Mark F. Bayer an Assistant Secretary of the UNITED STATES FIDELITY AND
GUARANTY COMPANY, do hereby certify that the foregoing is a full, true and correct copy of the original power of attorney given
by said Company to J. F. Hallisey, R. C. Kahn, Billie M. Richardson and
Bertha Z. Martin
of San Francisco, California , authorizing and empowering them to sign bonds as therein set
forth, which power of attorney has never been revoked and is still in full force and effect.
And I do further certify that said Power of Attorney was given in pursuance of a resolution adopted at a regular meeting of the
Board of Directors of said Company, duly called and held at the office of the Company in the City of Baltimore, on the 11th day of
July, 1910, at which meeting a quorum of the Board of Directors was present, and that the foregoing is a true and correct copy of said
resolution, and the whole thereof as recorded in the minutes of said meeting.
In Testimony Whereof, I have hereunto set my hand and the seal of the UNITED STATES FIDELITY AND GUARANTY
COMPANY on September 25, 1979
(Date)
\Ak„„t_i4-
Assistant Secretary.
t
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$4's.. .i r . r ,.
''%sib ... 'dJ ... ... ... .. .:.' :iV ........ ,w . ..: k•J'...
UNITED S-:
-ATES H
DE
PUBLIC WORKS
PERFORMANCE BOND
AR ANTY COM
)ANY
BOND NO 73-0120-7469-79
(The premium charged on this bond is $ 560.00 , being at
the rate of $ 12' 00 per thousand of the contract price)
KNOW ALL MEN BY THESE PRESENTS:
That we,
John Sutti and Associates, Inc.
as Principal, and UNITED STATES FIDELITY AND GUARANTY COMPANY, a Corporation organized and existing under the laws of the State of
Maryland and authorized to transact surety business in the State of California, as Surety, are held and firmly bound unto
City of San Mateo
in the sum of Forty -Six Thousand Six Hundred Eighty -Seven & No/100
, as Obligee,
Dollars ($ 46, 687.00 ), lawful money of the United States of America, for the payment whereof, well and truly to
be made, we hereby bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these
presents.
WHEREAS, the above bounden Principal has been awarded and has entered into a contract dated
with said Obligee to do and perform the following work, to -wit;
Landscape Installation
as will more fully appear in said contract, reference to which is hereby made.
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, That, if the above bounden Principal shall well and truly
perform, or cause to be performed, each and all of the requirements and obligations of said contract to be performed by said Principal, as in said
contract set forth, then this bond shall be null and void; otherwise it shall remain in full force and effect.
SIGNED, sealed with our seals, and dated
September 25 , 19 79
John Sutti and Associates, Inc.
By: (Seat)
Principal
UNITED STATES FIDELITY AND GUARANTY COMPANY
By ;..r/ �,/i'1 - ,. _, (Seal)
R. C. Kahn Attorney -in -fact
AO
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p.
Contract 237 (California) (7.78)
"
A T T O R N E Y - I N - F A C T A F F I D A V I T
S T A T E O R C O M M O N W E A L T H O F ��_ _ _ _ 1 i f o r n i a
C O U N T Y O R C I T Y O F S a n F r a n c i s c o
s s :
B e f o r e m e , a N o t a r y P u b l i c , p e r s o n a l l y c a m e R . ' C . K a h n
k n o w n t o m e , a n d k n o w n t o b e t h e A t t o r n e y - i n - F a c t o f U n i t e d S t a t e s F i d e l i t y a n d G u a r a n t y C o m p a n y , a
M a r y l a n d C o r p o r a t i o n , w h i c h e x e c u t e d t h e a t t a c h e d b o n d a s s u r e t y , w h o d e p o s e d a n d s a i d t h a t h i s s i g n a -
t u r e a n d t h e c o r p o r a t e s e a l o f s a i d U n i t e d S t a t e s F i d e l i t y a n d G u a r a n t y C o m p a n y w e r e a f f i x e d b y o r d e r
a n d a u t h o r i t y o f s a i d C o m p a n y ' s B o a r d o f D i r e c t o r s , . a n d t h a t t h e e x e c u t i o n o f t h e a t t a c h e d b o n d i s t h e
f r e e a c t a n d d e e d o f U n i t e d S t a t e s F i d e l i t y a n d G u a r a n t y C o m p a n y .
G i v e n u n d e r m y h a n d a n d s e a l t h i s 2 5 t h
M y C o m m i s s i o n e x p i r e s
d u d . 8 7 6 ( 9 - 6 7 )
d a y o f
e m b e r , 7 g
u . . r r r r r r n n n r " a r r �%r r n r
t t s p e m a t I l I N O t a r Y P u b l i c .
B I L L I E M . R I C H A R D S O N e
N O T A R Y P U ! I C C A i J F O R N I A
C I T Y , C O i j r y " ' T S A N F R A N C I S C O
M y C o m m i s s i o n E x p i r e s M a y 2 4 , 1 9 8 3
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1 ED STATES IF
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R. AN-1FY COM
BOND No. 73-0120-7469-79
PUBLIC WORKS
PAYMENT BOND
(Premium included in Performance Bond)
KNOW ALL MEN BY THESE PRESENTS:
That we, John Sutti and Associates, Inc.
?ANY
as Principal, and UNITED STATES FIDELITY AND GUARANTY COMPANY, a Corporation organized and existing under the laws of the State
of Maryland and authorized to transact surety business in the State of California, as Surety, are held and firmly bound unto _
City of San Mateo
as Obligee,
in the sum of Twenty -Three Thousand Three Hundred Forty -Three and 50/100 --
Dollars ($ 23'343.50 1, lawful money of the United States of America, for the payment whereof, well and truly to
be made, we hereby bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these
presents.
WHEREAS, the above bounden Principal has been awarded and has entered into a contract, dated , with said Obligee
to do and perform the following work, to -wit:
Landscape Installation
as will more fully appear in said contract, reference to which is hereby made; and,
WHEREAS, said Principal is required by the provisions of Chapter 7, Title 15, Part 4, Division 3 of the Civil Code to furnish a bond in
connection with said contract, as hereinafter set forth.
NOW, THEREFORE, THE CONDITION OF •THIS OBLIGATION IS SUCH, That, if said Principal, his or its heirs, executors,
administrators, successors or assigns, or subcontractors, shall fail to pay for any materials, provisions, provender or other supplies or teams,
implements or machinery used in, upon, for or about the performance of the work contracted to be done, or for any work or labor thereon of
any kind, or for amounts due under the Unemployment Insurance Act with respect to such work or labor, as required by the provisions of
Chapter 7, Title 15, Part 4, Division 3 of the Civil Code, and provided that the claimant shall have complied with the provisions of said Code, or
for any amounts required to be deducted, withheld, and paid over to the Franchise Tax Board from the wages of employees of the Principal
and his subcontractors pursuant to Section 18806 of the Revenue and Taxation Code, with respect to such work and labor, the Surety hereon
will pay for the same in an amount not exceeding the sum specified in this bond; otherwise the above obligation shall be void. In case suit is
brought upon this bond, the said Surety will pay a reasonable attorney's fee to be fixed by the court.
This bond shall inure to the benefit of any and all persons, companies and corporations entitled to file claims under Section 3181 of the
Civil Code, so as to give a right of action to them or their assigns in any suit brought uponthis bond.
September 25 79
SIGNED, sealed with our seals, and dated ,19....
John Sutti and Associates, Inc.
By:
By.:
!Seal)
Principal
UNIT TES FIDELITY AND GUARANTY COMPANY
R. C. Kahn
Attorney -in -fact
(Seal)
.............................................................,«:� .� �. �.,..":,� 0. ,":;�zr: , � ,. .�?"t., x3 `'�4�,:.v+ ,,..,. .} ......". ,.. ....,,_.�., , .,.. ..�.ys4 }f1(F'i. ,L t��'�4Tz
Contract 238 (California) (7-7a)
.ewe
ATTORNEY -IN -FACT AFFIDAVIT
;TATE OR COMMONWEALTH OF %t�lif�rnia
COUNTY OR CITY OF -.n Francisco
Before me, a Notary Public, personally came
known to me, and known to be the Attorney -in -Fact of United States Fidelity and Guaranty Company, a
"aryland Corporation, which executed the attached bond as surety, who deposed and said that his signa-
"e and the corporate seal of said United States Fidelity. and Guaranty Company were affixed by order
rd authority of said Company's Board of Directors, and that the execution of the attached bond is the
act and deed of United States Fidelity and Guaranty Company.
Given under my hand and seal this - Lb _ day of.
My Commission expires
Jud. 816 (9-57)
r i'avas»oom mavP
tether
ao1
,19 '
B LLIE M. Rl ' _ � DSON Lary Public.
�;OTh Y P;}D,LKC — CALIFORNIA
CITY 1 COUNTY OF -SAN FRANCISCO E
My Commission Expires May 24, 1983
uu>sDIIIUIIus I ---H I wuIIIU
Mir
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C E R T I F I E D C O P Y
G E N E R A L P O W E R O F A T T O R N E Y
N o . 8 8 1 6 7
K n o w a U M e n b y t h e s e P r e s e n t s :
T h a t U N I T E D S T A T E S F I D E L I T Y A N D G U A R A N T Y C O M P A N Y , a c o r p o r a t i o n o r g a n i z e d a n d e x i s t i n g u n d e r t h e l a w s o f t h e
S t a t e o f M a r y l a n d , a n d h a v i n g i t s p r i n c i p a l o f f i c e a t t h e C i t y o f B a l t i m o r e , i n t h e S t a t e o f M a r y l a n d , d o e s h e r e b y c o n s t i t u t e a n d a p p o i n t
J . F . H a l l i s e y , R . C . K a h n , B i l l i e M . R i c h a r d s o n a n d B e r t h a Z . M a r t i n
o f t h e C i t y o f S a n F r a n c i s c o
i t s t r u e a n d l a w f u l a t t o r n e y s i n a n d f o r t h e S t a t e s o f C a l i f o r n i a a n d N e v a d a
, 5 t a t e o f C a l i f o r n i a
f o r t h e f o l l o w i n g p u r p o s e s , t o w i t :
T o s i g n i t s n a m e a s s u r e t y t o , a n d t o e x e c u t e , s e a l a n d a c k n o w l e d g e a n y a n d a l l b o n d s , a n d t o r e s p e c t i v e l y d o a n d p e r f o r m a n y a n d
a l l a c t s a n d t h i n g s s e t f o r t h i n t h e r e s o l u t i o n o f t h e B o a r d o f D i r e c t o r s o f t h e s a i d U N I T E D S T A T E S F I D E L I T Y A N D G U A R A N T Y
C O M P A N Y , a c e r t i f i e d c o p y o f w h i c h i s h e r e t o a n n e x e d a n d m a d e a p a r t o f t h i s P o w e r o f A t t o r n e y ; a n d t h e s a i d U N I T E D S T A T E S
F I D E L I T Y A N D G U A R A N T Y C O M P A N Y , t h r o u g h u s , i t s B o a r d o f D i r e c t o r s , h e r e b y r a t i f i e s a n d c o n f i r m s a l l a n d w h a t s o e v e r X W M I C
a n y o n e o f t h e s a i d J . F . H a l l i s e y a n d t h e s a i d R . C . K a h n a n d t h e s a i d
B i l l i e M . R i c h a r d s o n a n d t h e s a i d B e r t h a Z . M a r t i n
m a y l a w f u l l y d o i n t h e p r e m i s e s b y v i r t u e o f t h e s e p r e s e n t s .
I n W i t n e s s W h e r e o f , t h e s a i d U N I T E D S T A T E S . F I D E L I T Y A N D G U A R A N T Y C O M P A N Y h a s c a u s e d t h i s i n s t r u m e n t t o b e
s e a l e d w i t h i t s c o r p o r a t e s e a l , d u l y a t t e s t e d b y t h e s i g n a t u r e s o f i t s V i c e - P r e s i d e n t a n d A s s i s t a n t S e c r e t a r y , t h i s 3 0 t h d a y o f
S e p t e m b e r , A . D . 1 9 7 7
U N I T E D S T A T E S F I D E L I T Y A N D G U A R A N T Y C O M P A N Y .
( S i g n e d ) B r . . . .
C h a r l e s W . B o o n e
( S i f @ d ) M i c h a e l B . C a s e y
( S E A L )
S T A T E O F M A R Y L A N D ,
B A L T I M O R E C I T Y ,
s s :
V i c e " P r e s i d e n s .
A s s i s t a n t S e c r e t a r y .
O n t h i s " 3 0 t h d a y o f S e p t e m b e r , A . D . 1 9 7 7 , b e f o r e m e p e r s o n a l l y c a m e
C h a r l e s ' W . B o o n e , V i c e - P r e s i d e n t o f t h e U N I T E D S T A T E S F I D E L I T Y A N D G U A R A N T Y
C O M P A N Y a n d M i c h a e l B . C a s e y , A s s i s t a n t S e c r e t a r y o f s a i d C o m p a n y , w i t h b o t h o f
w h o m I a m p e r s o n a l l y a c q u a i n t e d , w h o b e i n g b y m e s e v e r a l l y d u l y s w o r n , s a i d t h a t t h e y , t h e s a i d C h a r l e s W . B o o n e
a n d M i c h a e l B . C a s e y w e r e r e s p e c t i v e l y t h e V i c e - P r e s i d e n t a n d t h e A s s i s t a n t S e c r e t a r y o f t h e s a i d U N I T E D
S T A T E S F I D E L I T Y A N D G U A R A N T Y C O M P A N Y , t h e c o r p o r a t i o n d e s c r i b e d i n a n d w h i c h e x e c u t e d t h e f o r e g o i n g P o w e r o f A t t o r n e y ;
t h a t t h e y e a c h k n e w t h e s e a l o f s a i d c o r p o r a t i o n ; t h a t t h e s e a l a f f i x e d t o s a i d P o w e r o f A t t o r n e y w a s s u c h c o r p o r a t e s e a l , t h a t i t w a s
s o f i x e d b y o r d e r o f t h e B o a r d o f D i r e c t o r s o f s a i d c o r p o r a t i o n , a n d t h a t t h e y s i g n e d t h e i r n a m e s t h e r e t o b y l i k e o r d e r a s V i c e - P r e s i d e n t
a n d A s s i s t a n t S e c r e t a r y , r e s p e c t i v e l y , o f t h e C o m p a n y . 7 a
M y c o m m i s s i o n e x p i r e s t h e f i r s t d a y i n J u l y , A . D . 1 9
( S E A L ) ( S i g n e d )
S T A T E O F M A R Y L A N D }
S e t .
C I T Y ,
,
1 , R o b e r t H . B o u s e , C l e r k o f t h e S u p e r i o r C o u r t o f B a l t i m o r e C i t y , w h i c h C o u r t i s a
C o u r t o f R e c o r d , a n d h a s a s e a l , d o h e r e b y c e r t i f y t h a t M a r g a r e t M . H u r s t , E a q u i r e , b e f o r e
w h o m t h e a n n e x e d a f f i d a v i t s w e r e m a d e , a n d w h o h a s t h e r e t o s u b s c r i b e d h i s n a m e , w a s a t t h e t i m e o f s o d o i n g a N o t a r y P u b l i c o f t h e
S t a t e o f M a r y l a n d , i n a n d f o r t h e C i t y o f B a l t i m o r e , d u l y c o m m i s s i o n e d a n d s w o r n a n d a u t h o r i z e d b y l a w t o a d m i n i s t e r o a t h s a n d t a k e
a c k n o w l e d g m e n t s , o r p r o o f o f d e e d s t o b e r e c o r d e d t h e r e i n . I f u r t h e r c e r t i f y t h a t I a m a c q u a i n t e d w i t h t h e h a n d w r i t i n g o f t h e s a i d
N o t a r y , a n d v e r i l y b e l i e v e t h e s i g n a t u r e t o b e h i s g e n u i n e s i g n a t u r e .
I n T e s t i m o n y W h e r e o f , I h e r e t o s e t m y h a n d a n d a f f i x t h e s e a l o f t h e S u p e r i o r C o u r t o f B a l t i m o r e C i t y , t h e s a m e b e i n g a C o u r t
o f R e c o r d , t h i s 3 0 t h d a y o f S e p t e m b e r , A . D . 1 9 7 7
R o b e r t H . B o u s e
M a r g a r e t M . H u r s t
N o t a r y P u b l i c .
( S E A L ) ( S i g n e d )
F S 3 ( 6 - 7 7 )
C l e r k o f t h e S u p e r i o r C o u r t o f B a l t i m o r e C i t y .
4 �
COPY OF RESOLUTION
That Whereas, it is necessary for the effectual transaction of business that this Company appoint agents and attorneys with power
and authority to act for it and in its name in States other than Maryland, and in the Territories of the United States and in the Provinces
of the Dominion of Canada and in the Colony of Newfoundland.
Therefore, be it Resolved,that this Company do, and it hereby does, authorize and empower its President or either of its Vice.
Presidents in conjunction with its Secretary or one of its Assistant Secretaries, under its corporate seal, to appoint any person or persons
as attorney or attorneys -in -fact, or agent or agents of said Company, in its name and as its act, to execute and deliver any and all con-
tracts guaranteeing the fidelity of persons holding positions of public or private trust, guaranteeing the performances of contracts other
than insurance policies and executing or guaranteeing bonds and undertakings, required or permitted in all actions or proceedings, or
by law allowed, and
Also, in its name and as its attorney or attorneys -in -fact, or agent or agents to execute and guarantee the conditions of any and all
bonds, recognizances, obligations, stipulations, undertakings or anything in the nature of either of the same, which are or may by law,
municipal or otherwise, or by any Statute of the United States or of any State or Territory of the United States or of the Provinces of the
Dominion of Canada or of the Colony of Newfoundland, or by the rules, regulations, orders, customs, practice or discretion of any board,
body, organization, office or officer, local, municipal or otherwise, be allowed, required or permitted to be executed, made, taken, given,
tendered, accepted, filed or recorded for the security or protection of, by or for any person or persons, corporation, body, office, interest,
municipality or other association or organization whatsoever, in any and all capacities whatsoever, conditioned for the doing or not doing
of anything or any conditions which may be provided for in any such bond, recognizance, obligation, stipulation, or undertaking, or
anything in the nature of either of the same.
I, Mark F. Boyer an Assistant Secretary of the UNITED STATES FIDELITY AND
GUARANTY COMPANY, do hereby certify that the foregoing is a full, true and correct copy of the original power of attorney given
by said Company to J. F. iiallisey, R. C. Kahn, Billie M. Richardson and
Bertha Z. Martin
of San Francisco, C a 1 i f o r n i a , authorizing and empowering them to sign bonds as therein set
forth, which power of attorney has never been revoked and is still in full force and effect.
And I do further certify that said Power of Attorney was given in pursuance of a resolution adopted at a regular meeting of the
Board of Directors of said Company, duly called and held at the office of the Company in the City of Baltimore, on the 11th day of
July, 1910, at which meeting a quorum of the Board of Directors was present, and that the foregoing is a true and correct copy of said
resolution, and the whole thereof as recorded in the minutes of said meeting.
In Testimony 1 have hereunto set 25, �my hand and the seal of the UNITED STATES FIDELITY AND GUARANTY
COMPANY on September
(Date)
\Akaia—
Assistant Secretary.
• i
September 11, 1919
?qtr. lobert N. Braun
Charles and Braun, Consulting Engineers
121 Second Street
San Francisco, CA $41:)5
e: 2600 E1 Canino ';Rai
Your Job no. .2166
Dar ob:
received your letter of August 29, 1979. The dares for the sanitary sewer
look fine. Your scheme of diachar,e of the rain water collected in the lower
basement is also satisfactory.
Thank you for letting us look at the plans; so that we can coordinate this
project and move it along at an acceptable pace.
Very truly yours,
ROBERT C. 3EZZANT
DIRrCToF OF PUBLIC WOR1S
ELFIR R J. SCRAM,
ASSOCIATE EMIINEER
RC} :EJS:Yw-20
1 •
CHARLES/and/BRAUN //CONSULTING ENGINEERS
121 Second Street
San Francisco / California 94105
(415) 434-2720
August 29, 1979
City of San Mateo Public Works Department
320 West 20th Avenue
San Mateo, California 94403
Re: Apartments and Office Building
26th Place & El Camino Real
San Mateo. Our Job No. 2168.
Gentlemen:
Pig 1'
Enclosed is the site plan, Sheet P-1, indicating the sanitary sewer connection
and rainwater disposal for the above project. The project consists of 18
apartments and 3 floors of offices over 2 garage levels.
There is a sanitary sewer manhole at the intersection of Edison and 26th Place,
to which we can discharge the sanitary sewage from the entire project. There
is also a minor amount of rainwater collected in the lower basement level,
which is to be pumped up to tf _curb. We intend to discharge this water into a
bubble box at the curb and allow it to drain by gravity through the sidewalk
into the gutter.
We would appreciate your comments and recommendations with respect to obtaining
appropriate approval for sewer connection and rainwater disposal for this project.
Very truly yours,
CHARLES/AND/BRAUN//CONSULTING ENGINEERS
:t-
0 -6,"e- /Z ZUi-z-
Robert H. Braun
Mechanical Engineer
RHB.dar
Enc.
CC: John Sutti & Associates
Richard A. Charles, P.E. • Robert H. Braun, P.E_ / Gordon T. Oldham, P.E. • John W. Potter • Carson Woo
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PA 71- A -,/ Date:
(11)
(B)
(8)
(8)
(i)
(8)
(B)
(C)
vA)
A)
(A).
(A)
(8)
(A) '15 Site Develo ment Permit
(B) 16 Standard Co,: ercial Driveway . . . . . a =
(B) 17 Standard Residential Driveway . . - a
(A) 18 Storm Drainage Study
(B) 19 Street Improvements
02 Beautification Program
03 Charges for City Services 5-Q i SCE
04 Curb, Gutter: & Sidewalk . L ' .k.4./. .. ":24-a Sq. Ft. VW
05 Curb, Gutter & Sidewalks ' a = Sq. Ft. C & G
06 Drainage r't/ ,. `--.5/fail 044g 16--)Y re.,
07 General
(, 44''
08 Modify Exist. Street Light a =4 / St. Lights
09.Parcel Map
10 Parking -
11 Permits, .Bonds__and insurance --
12 Permits Required by Other Agencies
13 Sewer Line Capacity Study
14 .Sewers
(B) 20 Street Light Base a =
(B) 21 Street Light a =
(A) 22 Traffic Study
(8) 23 Underground Utilities
24 Working in State Fight of Way
(8) 25 Dedications a
(B) 35 (P -CD -d) Debris Removal
Driveways
Driveways
Ft. ; b Ft.
Bases
St. Lights'
Ft. ; b Ft.
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t i e _ / p d , / ( P E - F 2 L /
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D r a f t T r a f f i c S t u d y
E U R E K A F E D E R A L S A V I N G S P R O J E C T
E l C a m i n o R e a l N e a r 2 5 t h A v e n u e
C i t y o f S a n M a t e o , C a l i f o r n i a
P r e p a r e d f o r
C I T Y O F S A N M A T E O
D e p a r t m e n t o f C o m m u n i t y D e v e l o p m e n t
P l a n n i n g D i v i s i o n
B y
B A R N A R D C . J O H N S O N , P . E .
T r a f f i c E n g i n e e r i n g C o n s u l t a n t
D e c e m b e r 2 2 , 1 9 7 8
" "
T A B L E O F C O N T E N T S
P a g e
T E C H N I C A L E V A L U A T I O N 1
E x i s t i n g C o n d i t i o n s 2
V e h i c l e T r i p G e n e r a t i o n 7
T r i p D i s t r i b u t i o n a n d A s s i g n m e n t 8
T r a f f i c I m p a c t E v a l u a t i o n 8
C O N C L U S I O N 9
A P P E N D I C E S :
A p p e n d i x A . L e v e l o f S e r v i c e G u i d e l i n e s
A p p e n d i x B . E x i s t i n g L e v e l o f S e r v i c e
A p p e n d i x C . V e h i c l e A c c e s s A s s i g n m e n t s
BCJ
• !
PE
Draft Traffic Study
EUREKA FEDERAL SAVINGS PROJECT
El Camino Real Near 25th Avenue
City of San Mateo, California
This traffic study has focused on the proposed Planned
Development project by Eureka Federal Savings & Loan at the subject
location. Residential, commercial and office uses are proposed for
the 46,544 square foot "L" -shaped lot fronting on El Camino Real
and on 26th Place.
This report includes tabulations to facilitate comparisons
of the numerical values for existing and future land use and
traffic conditions. Definitions of traffic flow quality are
discussed in terms of level of service with existing conditions
as a base. The land use assumptions are essentially those exist-
ing today plus the proposed development.
TECHNICAL EVALUATION
The study has been at a general level of detail and was
intended to provide an overview assessment of traffic impact of
the proposed development. The basic intent was to consider the
proposed development as a whole and evaluate the traffic conditions
for any possible adverse impacts. If so, it would be known early
in the City's project review process whether adverse elements
could be avoided and, the street system could operate in a safe
and efficient manner.
Standard technical methodology has been used incorporating
the following elements:
Description of existing condition
Vehicle trip generation
Trip distribution and assignment
Traffic impact evaluation
"
2
T h e c o n c l u s i o n s r e a c h e d a r e b a s e d o n a n i n d e p e n d e n t a s s e s s m e n t o f
t h e s t u d y f i n d i n g s u s i n g c o n s e r v a t i v e a s s u m p t i o n s .
E x i s t i n g C o n d i t i o n s
U n d e r s t a n d i n g t h e c u r r e n t o p e r a t i o n o f a d j a c e n t i n t e r s e c t i o n s
i s n e c e s s a r y t o e v a l u a t e t h e i m p a c t o f n e w t r a f f i c o n t h a t i n t e r -
s e c t i o n . T h i s i n c l u d e s a n a w a r e n e s s o f t h e c o n d i t i o n s e x p e r i e n c e d
b y t h e g e n e r a l p u b l i c w h i l e d r i v i n g , w a l k i n g , o r o b s e r v i n g t h e
i n t e r s e c t i o n .
A f u r t h e r p o i n t o f a w a r e n e s s i n t h e e v a l u a t i o n i s t h e r e l a -
t i v e d e g r e e o f c o n c e r n b y t h e p u b l i c . T o l e r a n c e l e v e l s a r e
d i f f e r e n t i n t h e c e n t r a l b u s i n e s s d i s t r i c t s o f u r b a n s t r e e t s y s t e m s
( t h e E l C a m i n o R e a l C o r r i d o r i n S a n M a t e o , f o r e x a m p l e ) t h a n t h e y
a r e f o r a n o u t l y i n g a r t e r i a l , o r f o r a l o c a l n e i g h b o r h o o d s t r e e t .
I n v e r y s u b j e c t i v e t e r m s , t r a f f i c v o l u m e i m p a c t m i g h t b e e q u i v a l e n t
a s v i e w e d b y a b u t t i n g l a n d o w n e r s ( t e n a n t s ) a n d b y m o t o r i s t s f o r
t h e v a r i o u s c l a s s e s o f s t r e e t s s h o w n i n T a b l e 1 .
T A B L E 1 . R E L A T I V E T R A F F I C V O L U M E I M P A C T S
E q u i v a l e n t L e v e l s o f C o n c e r n
( G e n e r a l i z e d )
V O L U M E L E V E L O F
C L A S S I F I C A T I O N ( V e h i c l e s P e r D a y ) C O N C E R N
L o c a l S t r e e t ( 2 L a n e s ) 5 0 0 A c c e p t a b l e
C o l l e c t o r S t r e e t ( 2 - 4 L a n e s ) 5 , 0 0 0 A c c e p t a b l e
A r t e r i a l ( 4 - 6 L a n e s ) 2 0 , 0 0 0 A c c e p t a b l e
I n t h e E u r e k a F e d e r a l S a v i n g s ( E F S ) s t u d y a r e a , t h e r e a r e
f l u c t u a t i n g v o l u m e s a s s o c i a t e d w i t h r e s i d e n t i a l a n d c o m m e r i c a l l a n d
u s e s . T h e p r o j e c t a r e a i s i n a p a r t i c u l a r l y s e n s i t i v e l o c a t i o n .
C o m m e r c i a l d e v e l o p m e n t d e p e n d s u p o n e a s y v e h i c u l a r a c c e s s a n d h i g h
v o l u m e l e v e l s . T h e l o c a l r e s i d e n t i a l a r e a s ( o n E d i s o n S t r e e t a n d
o n 2 6 t h P l a c e ) a r e i n t h e o p p o s i t e c a t e g o r y - t h e l o w e r t h e t r a f f i c
v o l u m e i n f r o n t o f r e s i d e n c e s , t h e b e t t e r .
BCJ
•
Commuting and general circulation throughout the day produce
varying daily and peak -hour volumes. For example, Table 2 shows
the relative traffic volume counts in the study area.
TABLE 2. DAILY TRAFFIC VOLUMES
Estimated and Counted
DAILY VOLUME
STREET Vehicles Per Day
Edison Street 800
28th Avenue 2,600
27th Avenue 4,200
25th Avenue 8,300
El Camino Real 43,000.
El Camino Real is a major arterial that operates at critical
levels in peak periods. The street is very sensitive to traffic
flow irregularities. Tables 3 and 4 show that volumes are at
high levels and fairly uniform throughout the late afternoon peak
period. Also, the volumes are spread out much more throughout
the day (7 AM -7 PM at 72 percent) as compared with a local street
like Edison which probably has 85-90 percent of its traffic
between 7 AM and 7 PM.
TABLE 3. MACHINE TRAFFIC COUNTS
1977 State Traffic Census
LOCATION
PEAK AVERAGE DAILY TRAFFIC
HOUR Peak. Month Annual
North of Hillsdale Blvd. 3,600 43,000 40,000
South of Route 92 4,100 49,500 45,500
BCJ
• S
PE 4
TABLE 4. MACHINE TRAFFIC COUNTS
City of San Mateo, January 20, 1978,
Friday
South of 27th Avenue
TIME
DIRECTION
Southbound Northbound TOTAL
2 - 3 PM 1,379 1,532 2,911
3 - 4 1,461 1,471 2,932
4 - 5 1,629 1,457 3,086
5 - 6 1,720 1,340 3,060
6 - 7 1,195 1,152 2,347
24 -Hour 20,001 22,654 42,655
12 -Hour
(% of 24 -Hour)
14,583
(73%)
16,029
(71%)
30,612
(72%)
Peak hour flows have been studied in detail at El Camino Real
and 25th Avenue. An earlier traffic count by Caltrans has
supplemented the recent counts made for this study. Figure 1
shows the Friday evening peak hour turning movements for the
intersection.
The intersection is relatively congested and was observed
operating at Level -of -Service "D" as shown in Table 5. Pedestrian
volumes were very light and did not adversely affect traffic flow.
Violations of the red signal display were observed regularly
indicating the amount of traffic "pressure" exerted at the
intersection.
Traffic volumes were sampled at 27th Avenue and El Camino
Real and observed for the other streets in the area.
The critical lane volume analysis for 25th Avenue and El
Camino Real is shown in Appendix B. The resulting critical lane
volume of 1,410 vehicles per hour can be compared with the guide-
lines in Appendix A and shows the intersection to be operating
at Level -of -Service "D". This tolerable operating level has
developed over the last three years since 1975 with Level -of -
Service "C".
Z/OB
/Way
Dettii,i'r 1, /97B
4,30-5.30PAd
2,00
0/9
1,6/9
1,898
5
/62
32
747
453
AVE.
3
2/6
367
Figure /
R4x HOUR VOL/IME
2573/ AVE: ff' EL CAW/NO REAL
"
6
T A B L E 5 . I N T E R S E C T I O N V O L U M E S
T u r n i n g M o v e m e n t S u m m a r y
2 5 t h A v e n u e & E l C a m i n o R e a l
C R I T I C A L L E V E L
D A Y / D A T E T O T A L P E D E S T R I A N S L A N E O F
T i m e V E H I C L E S W e s t N o r t h E a s t V O L U M E S E R V I C E *
F r i d a y , 1 D e c , 7 8
4 : 3 0 - 5 : 3 0 P M
W e d n e s d a y ,
1 2 M a r . 7 5
4 : 3 0 - 5 : 3 0 P M
S a t u r d a y ,
2 D e c . 7 8
1 1 : 1 5 A M -
1 2 : 1 5 P M
4 , 8 5 9 4 2 6 4 1 1 1 , 4 1 0
3 , 7 0 8 * * 4 4 4 7 2 3 1 , 1 3 0
4 , 3 0 6 3 1 8 3 2 6 1 , 1 6 0
t t p l l
I T U U
t i c I I
* * M a c h i n e c o u n t s s h o w t h e F r i d a y p e a k h o u r a t 1 1 % h i g h e r t h a n f o r
W e d n e s d a y . W i t h t h i s a d j u s t m e n t , t h e r e h a s b e e n a n i n c r e a s e o f
a b o u t 6 p e r c e n t p e r y e a r i n i n t e r s e c t i o n v o l u m e .
* T h e l e v e l - o f - s e r v i c e g u i d e l i n e s a n d d i s c u s s i o n a r e p r e s e n t e d i n
A p p e n d i x . A .
T r a f f i c c o n d i t i o n s o n E l C a m i n o R e a l a r e f u r t h e r d e s c r i b e d
b y s a m p l e s o f v e h i c l e t r a v e l s p e e d s . A s s h o w n i n T a b l e 6 , t h e
e v e n i n g p e a k h o u r s p p e d s a r e a t , o r b e l o w t h e g u i d e l i n e f o r L e v e l
" D " o f a b o u t 1 5 M P H .
T A B L E 6 . V E H I C L E T R A V E L S P E E D S
E l C a m i n o R e a l - 2 0 t h t o 2 8 t h A v e n u e s
D A Y / D A T E / T I M E
T R A V E L S P E E D S , M P H
S o u t h b o u n d N o r t h b o u n d
F r i d a y , D e c e m b e r 8 , 1 9 7 8
1 1 - 1 1 : 2 0 A M
4 : 3 4 - 5 : 1 2 P M
S a t u r d a y , D e c e m b e r 9 , 1 9 7 8
1 2 : 0 5 - 1 2 : 2 4 P M , a n d
1 2 : 4 2 - 1 2 : 5 5 P M
1 9 . 9
1 1 . 4
1 9 . 9
1 5 . 4
1 8 . 0 2 0 . 8
BCJ
• .
Both Edison Street and 26th Place are narrow with parking
at the curb. Although parking spaces are available during the
day, these streets cannot be counted on as part of the parking
supply for the EFS project. Two-way traffic flow is particularly
tight through the corner turn at Edison and 26th Place.
Vehicle Trip Generation
The residential, commercial and office uses generate traffic
at different rates and with different peak -hour characteristics.
In tabular form, the differences can be easily seen. Table 7
shows the estimated generation based on standard data (Caltrans
and the Institute of Transportation Engineers).
TABLE 7. TRIP GENERATION
With Mode -Split Estimates
LAND USE
GENERATION
RATE
Trips/Unit
TRIP GENERATION*
Daily Peak Hour
Residential
22 Dwelling Units
Commercial (EFS)
5,058 Sq. Ft.
Drive -Up Window
Office
21,000 Sq. Ft.
6/DU
70/1,000 Sq. Ft.
15/1,000 Sq. Ft.
130 14
350 56
100 40
315 47
Sub -Total
895 157
Less Walk -Ins
48 7
TOTAL
847 150
*The number of actual vehicles involved is half the number of
trip -ends generated at the site (i.e., one car arriving, parking,
and leaving constitutes two trip ends). Thus, the total traffic
generated on a daily basis of 850 trips actually constitutes
425 vehicles, making a one-way trip to the site and a one-way
trip from the site.
BCJ
• •
Trip Distribution and Assignment
Travel to and from the EFS project has been assumed
approximately as follows:
North: 50%
South: 30%
East: 10%
West: 10%
For peak period analysis the travel characteristics are distinctly
different. Table 8 shows the net result.
TABLE 8. PEAK HOUR TRAVEL
By Land -Use Type, Less Pedestrians
LAND USE
PEAK HOUR TRAVEL
In Out
Percent Vehicles Percent Vehicles
Residential 70 9 30 3
EFS Office 50 25 50 25
EFS Drive -Up 50 20 50 20
Office 15 7 85 41
TOTAL
61 - 89
ESTIMATED PEAK
15 MINUTE FLOW
25 - 40
Detailed assignments are shown in Appendix C. Primary access
is via El Camino Real with right turns in and out of EFS. No
left turns have been assumed to or from El Camino Real for peak
hour analysis.
Traffic Impact Evaluation
It is clear that the estimated peak -hour traffic impact is
relatively small. Less than 100 vehicles per hour are added to the
El Camino Real and 25th Avenue intersection (presently carrying
4,860 vehicles per hour). There is an insignificant adverse impact
on the critical lane volumes for the intersection.
BCJ
• •
PE 9
Of more relevant concern is the impact on 26th Place. The
proportional effect is higher; however, the absolute magnitude is
small at an estimated increase of 60 vehicles per hour between
EFS and Flores Street. An estimated 34 vehicles per hour could
use Edison Street.
With the increased turning movements, adequate sight distances
and safe turning paths would be important.
The interior circulation for the EFS project is workable.
However, there are restrictions imposed by the parking aisle
pattern. Turning paths for right -turning vehicles cross over into
on -coming lanes. With the low volumes estimated, there should be
no safety problem. Interrupted flow, inconvenience and some delay
can be expected since the main access aisles also serve as parking
stalls.
CONCLUSION
The estimated future traffic increases in the study area would
appear to be possible while maintaining a tolerable level of
service (Level -of -Service "D") and relative safety at El Camino
Real and 25th Avenue. Many cities would like to plan for a Level -
of -Service "C" throughout their arterial street system. They also
recognize that increased congestion (Level "D") can be tolerated
during the peak hours.
Left turns should be discouraged to and from El Camino Real.
The resulting reduction of delay and accidents will add more
traffic to 26th Place and Edison Street.
The EFS project frontage on 26th Place should be set back if
possible to facilitate vehicular flow through the turn (at 26th &
Edison) and to provide for loading and passenger pick-up activity.
The RIGHT TURN ONLY regulation for traffic exiting EFS onto
26th Place would only reduce traffic on Edison Street by 15
vehicles per hour. The resulting right turn (which will occur
anyway) needs on -street design treatment to avoid the head-on
accident potential. Lengthening the driveway about 10 feet would
help.
"
A P P E N D I C E S
A p p e n d i x A . L e v e l o f S e r v i c e G u i d e l i n e s
A p p e n d i x B . E x i s t i n g L e v e l o f S e r v i c e
A p p e n d i x C . V e h i c l e A c c e s s A s s i g n m e n t s
1 •
APPENDIX A
LEVEL -OF -SERVICE GUIDELINES
A Rationale For Quality of Traffic Flow
i
A-1
LEVEL -OF -SERVICE GUIDELINES
In addition to quantity of flow (vehicles per day, or per
hour), the street system can be evaluated in terms of quality
of flow. This is a subjective term and can be expressed
several ways.
Given a high enough demand for vehicular travel, most
streets will exhibit the following characteristics:
Reduced travel speed.
Increased travel time.
Increased stops and delay.
Motorist frustration.
Higher collision rates.
Traffic volumes can increase to significant levels before
congestion starts to deteriorate to beyond what most motorists
would regard as a tolerable level. Beyond the tolerance level,
small increases in volume produce sharply deteriorating condi-
tions to a point where the street cannot carry any more traffic
without resulting in jammed, or forced, flow. This is a con-
dition where the traffic volume has just reached the capacity
of the street.
Thus, as traffic volumes increase, a particular street
(usually governed by intersections) provides decreasing levels
.of service --conditions become less and less desirable. General
guidelines have been established by the traffic engineering
profession to help describe the level of service provided at
intersections. Table 1 shows numerical guidelines and terms
for comparative analysis from several equivalent viewpoints.
A practical guide for municipal street improvement projects
is to design for short peak traffic periods at Level -of -Service "D"
on primary and secondary arterials where vehicle travel demands
are high and right-of-way is limited. It would be unsafe and a
poor traffic management practice to design for a capacity condi-
tion (Level "E"). And, although Level "C" is certainly desirable,
it usually can be achieved throughout the peak traffic periods
only at great public expense through acquisition of additional
right-of-way for more traffic lanes.
Thus, Level -of -Service "D" is generally used as the motorist
tolerance level for intersection evaluation. It is characterized as:
. Tolerable delay during the peak hour.
. An intersection lane volume summation of 1,400 vehicles
per hour (multiple -lane streets would have a higher total
volume actually traveling through the intersections).
. An Average vehicle spacing (headway) between vehicles
of 2.3 seconds and a capacity index of 1.00.
TABLE 1. QUALITY OF TRAFFIC FLOW
LEVEL OF
SERVICE*
OVERALL
OBSERVED FLOW CONDITION AVERAGE
ON STREET SPEED
(mph)
INTERSECTION
VOLUME/ LANE -VOLUME
CAPACITY SUMMATION**
RATIO (vph)
AVERAGE
VEHICLE CAPACITY
SPACING INDEX
(sec)
A
B
C
Free Flow (relatively) 30
Stable Flow (slight delay) 25
Stable Flow (acceptable
delay) 20
D. Approaching Unstable
(tolerable delay)
E Unstable (intolerable approx
(Capacity) delay) 15
0.70
0.70-0.79 950
0.80-0.89 1,200
15 0.90-0.99 1,400
1.00 1,550
F Forced Flow (jammed) 15 Not
Meaningful
3.4
2.7
2.3
2.1
0.65
0.85
1.00
1.10
SOURCE: Highway Capacity Manual (Page 323) and general professional practice.
*
**
Continued research by the Federal Highway Administration and the National Cooperative
Highway Research Program (National Academy of Sciences) is refining the concept.
At intersections, there is an approximate total number of vehicles per lane for each
Level of Service. This number is the total of the highest conflicting traffic volumes
per lane and is also referred to as the critical volume.
" "
A P P E N D I X B
E X I S T I N G L E V E L O F S E R V I C E
2 5 t h A v e n u e a n d E l C a m i n o R e a l
1
I 06
,3,81
13
63
• Izoo31
25TH
222m -
/I2
12dcl <75)
Phase /Lames
4,63
"9
• /62
/32
-• 453
216
AvE.
367
• Y//1177e
63
63
214
43
222
230
8-1
2577/ AVE. E
EL OW/NO REAL
Ex/sfing CO/7011./1.012.5
Friday, Dece z' er
1978
4:3o 5:30 ,PAd
Tom/ vehicles: .859
Zor7e Wame
bee 63
63
294 ;
953
l
1
1
/53
T'OT,4L
1,40
"
A P P E N D I X C
V E H I C L E A C C E S S A S S I G N M E N T S
r
C"%
2SrN
Ave.
LEGENP .•
Ti7iour'd
�- — —d OuJ&'w d
ef/ Yrliides
89 Ve,4rc%s
rar,4z /5, rr ps
Jlla�e:
.4.s ig.vve.,/ as�irme5
as lel/ lams on El
Com%da .feal A of from
EFS irgjecl�,
C4Alievo
REAL
VEN/czE ACCESS
Ass/6N,wEN 75
"
"
g ( 0 G
4
"
"