200 Civic Center Drive*Vista,CA 92084*(760)639-6105*Fax(760)639-6101 (Updated 05/2018)
12/13/2022 C7 Page 186 of 235
Table 2 -Actual Waste (To be completed after construction.) MATERIALS Ibs.of waste taken to lbs.of waste Waste Hauling Company or Re-Use Method LANDFILL RE-USED or RECYCLED (complete only if different than Table 1) Asphalt/Concrete
Brick/ Masonry
Cardboard
Drywall
Landscape Debris
Lumber/Wood
Metals
Mixed Waste
Trash Garbage
Other:
TOTAL Ibs:
Actual Percentage Re-Used or Recycled %
Official Use Only
❑65%Goal Achieved ❑50%Goal Achieved ❑Alternative Compliance Achieved Penalty Paid $ ❑65% Not Achieved ❑50% Not Achieved
Reviewed/Approved by:
EXAMPLE: Use the following example as a guide to completing this form.
MATERIALS lbs.of waste to be taken to Ibs.of waste to be Waste Hauling Company or Re-Use Method LANDFILL RE-USED or RECYCLED
Asphalt/Concrete 0 2000 CO.
Brick/Masonry 100 450 i DCO/ R-e-Ltseo Ova,-SEte Cardboard 0 150 I f2 u 1,V CO.
Drywall 0 50 fff2 V V,� CO.
Landscape Debris 0 120 Re-Ltseo Ova,-Site Lumber/Wood 0 50O 1 DCO
Metals 100 400 EDCO/ f FG1 u I i v GJ CO.
Mixed Waste 1000 500 i DCO
Trash/Garbage .S00 0 1 DCO
Other:POOL c,uvdte D goo aS CrL,(Sk0 Base Ova,-Site TOTAL lbs: 1500 50 j 0
Percentage to be Re-Used or Recycled 77 %
Formula:
Total Re-used or Recycled X 100 = % Re-Used or Recycled (Total Combined Waste)
5070 X 100 = 77% Re-Used or Recycled
(1500+ 5070)
Since 77%exceeds the minimum requirement of 65%,this plan complies.
12/13/2022 C7 Page 187 of 235
Appendix C:
STANDARD DRAWINGS
12/13/2022 C7 Page 188 of 235
2' 2'
45°MIN MIN MIN
I
v
SIDEWALK
d cd
MAILBOX OR OTHER
OBSTRUCTION (FIRE
d HYDRANT, POLES,
RISERS, ETC.)
d av
d v
d v
° °
v
dd
v u d
d a
° v d
MAILBOX CAN BE SET SIDEWAYS, WITH
PLAN CURB FACE LEGEND
OPENING INLINE WITH ROADWAY TRAVEL NO SCALE
DIRECTION, IN ORDER TO MAINTAIN A 48"
PATH OF TRAVEL. CAN BE UTILIZED ONLY
IF RIGHT-OF-WAY OR OTHER
OBSTRUCTION LIMITS SIDEWALK WIDTH
MAILBOX AS APPROVED BY THE
U.S.MAIL US. POSTMASTER GENERAL
U.S. MAIL
1-1/2"THICK REDWOOD
OR PRESSURE TREATED
WOOD SUPPORT
ATTACHED TO POST
8" WITH FOUR 1/4"0 x 3" 8"
GALVANIZED LAG BOLTS
COUNTERSUNKINTO
WOOD (PAINTED TO
MATCH POST).
42" 42" 4"THICK
4"X 4" PRESSURE MORTAR CAP
TREATED WOOD POST
(PAINTED)
4"THICK MORTAR CAP e
ea ea
a ea .e .da _ a A' .e .d. — -
4. 4
.. •.. . a a. — ; 00
�. .. .. • a _b
12" PVC (SDR 35) PIPE SLEEVE I °-� 12" 0
2" MIN 2" MIN FOOTING
FOOTINGF OF 3/4"
T 3/ C USHR O CRUSHED
12" 3/4" CRUSHED ROCK ROCK
12"
ELEVATION
NO SCALE
Revision By Apprvd Date CITY OF VISTA
New TH 08 23 90 STANDARD DRAWING
Updated TR GM 02 11 13 CITY ENGINEER, DATE
MAILBOX INSTALLATION
RCE 55075
Updated GL HH 05 07 14 IN EWALK
12/ 3 022 Pag"Tjjf ,,BJRF-04
TAPERED DOWN CURB FACE DRIVEWAY WIDTH AS
UNLESS JOINING OPTIONAL SHOWN ON PLANS
ON-SITE CURB (TYPICAL) (24' MINIMUM)'
6"PCC CURB
S
R,;qs sH0 3' CNN ON P M Ml
MAN/MUM 0 P�gNs MUM 3� MPX
CURB BEHIND SIDEWALK MUM) �12
TO BE FLUSH WITH SIDEWALK RAMP(FLUSH
SIDEWALK AT JOINT - NO LIP, TYPICAL)
UNLESS CURB EXTENDS 1/2„ WEAKENED CURB HEIGHT VARIES BEYOND JOI N T EXPANSION PLANE JOINT
S I D E W A L K p JOINT AT (TYPICAL)(SEE
(WIDTH VARIES) °� R/W NOTE 5.) �' RIGHT-OF-WAY e /4 '� ,e Q
8.33% 8.33%
►�a� ----i-------------
MAX =-o Q-- -----I -- s \ MAX N a N � l�
SEENOTE4 SEENO 1' GUTTERGRADE ELP SEE(TY NOTE 1.
TYPICAL PLAN GUTTER EDGE
NO SCALE
16" 20' MINIMUM DRIVEWAY THROAT
w VARIES 8'MIN. VARIES
C7
woof
w z .:] = 48"MIN. RIGHT-OF-WAY
J : N41
j 0 = o pQ 3" (MIN.) AC OR 4"
1/2"RADIUS (7 Q w (MIN.)PCC DRIVEWAY 1-1/2" Vp,R1ESOm 2%MAX
(12�0 e-o
0 0000
0 e �
AGGREGATE BASE
S T R E E T 6"P.C.C. (SEE NOTE 3.)
STRUCTURAL 6"AGGREGATE BASE(MIN.)
SECTION
CENTERLINE CROSS SECTION
NO SCALE
NOTES:
1. ALLEY TYPE DRIVEWAY SHALL BE POURED MONOLITHICALLY (INCLUDING RETAINING CURBS). INSTALL 1/2"EXPANSION JOINT BETWEEN RAMPS AND SIDEWALKS AND IN THE DRIVEWAY AT THE R/W. THE SIDEWALK ADJACENT TO THE RAMPS SHALL HAVE A 12"WIDE BORDER WITH 1/8" RADIUS LINES SCORED 1/4" DEEP. THE SPACING SHALL BE APPROXIMATELY 3/4"O/C.
2. • =THESE TYPICAL ELEVATIONS SHALL BE SHOWN ON PLANS(I.E.:TOP OF CURB, FLOW LINE AND FINISHED SURFACE).
3. CONCRETE MIX DESIGN SHALL BE 560-C-3250 (6 SACK). NO CONCRETE SHALL BE PLACED UNTIL SUBGRADE, BASE AN FORMS HAVE BEEN INSPECTED BY THE CITY.
4. TRANSITION FROM FULL HEIGHT CURB TO FLUSH. PROVIDE WEAKENED PLANE JOINT 6" BEHIND CURB AND AT CUR LINE WHERE CURB IS FLUSH.
5. WEAKENED PLANE JOINTS SHALL BE INSTALLED ON BOTH SIDES OF THE DRIVEWAY AND AT TEN FOOT(10') INTERVAL (MAXIMUM)(OPTIONAL AT GRADE BREAK). SEE SDRSD G-2 AND G-10 FOR CURB AND JOINT DETAILS. ' OR AS REQUIRED BY THE CITY ENGINEER
Revision By Apprvd Date CITY OF VISTA
New TH 06/26/91 STANDARD DRAWING
Updated TR GM 02/1 1/13 CITY ENGINEER, DATE 075
ALLEY TYPE DRIVEWAY RCA D n 'I G
12/ 3 022 C7 Pag of F-05A
DRIVEWAY SELECTION TABLE DRIVEWAY DIMENSIONS
TYPE OF DRIVEWAY 2-WAY DAILY RADIUS R X Y APPROACH DRIVEWAY VOLUME 10, 9.00, 9.95'
SDRSD G-14&G-26 0-200 15, 13.51' 14.93' VISTA DWG SRF-05A&-05B 200-2500 20' 18.01' 19.90, STANDARD INTERSECTION 2500+ 25' 22.51' 24.88' 30' 27.01' 29.85'
N
W
H
O 3' TAPERED DOWN CURB FACE UNLESS
z JOINING OPTIONAL ON-SITE CURB(TYPICAL)
w
cn NS
ON
pW M �M
w 1 O0 „R ; P S SUM. 3 PX UMl
2 OfMAN\M CURB HEIGHT VARIES 1/2"
= 112 EXPANSION
U) } 6" PCC CURB 8.33% MAXIMUM SLOPE JOINT a_ Q
O 3: RIGHT-OF-WAY
L I w R_3, 0" CURB (UNLESS
Q > Y CURB CONTINUES) SIDEWALK(WIDTH MAY VARY) 0 1 15% i p„C ALTERNATE
1 MAX. 48\ FRB z BACKS OF
"P"
SLOPE: MIN — >C a SIDEWALK
1 c 10 6"CURB 1 . 5 /o
CO ' 1 MAX .
o_ X I SLOPE
GUTTER FLOW LINE WITH 1"LIP
GRADE BREAK WEAKENED PLANE JOINT(TYPICAL)
GUTTER EDGE
SIDEWALK WIDTH AS *„W„
SHOWN ON PLANS
TRAVELED LANE LINE
1/2" EXPANSION LEGEND
JOINT AT R/W • = ELEVATIONS SHOWN ON PLANS NOTES:
"P"= PARKWAY WIDTH
P-6'=OFFSET
= USE OFFSET TRANSITION WHEN "W" 10 FEET.
1. AUXILIARY 12' WIDE RIGHT TURN LANE IN STREET SHALL BE REQUIRED WHEN RIGHT TURN MOVEMENT EXCEEDS 125 VEHICLES PER HOUR. MINIMUM 250 FOOT LENGTH INCLUDING A 90 FOOT BAY TAPER TRANSITION.
2. DRIVEWAY THROAT OR RESERVOIR LENGTH SHALL BE 20' MINIMUM TO 150' MAXIMUM. THROAT AREA SHALL BE CLEAR OF CROSS TRAFFIC. THROAT LENGTH TO BE 20' PER 1000 ADT AND APPROVED BY THE CITY ENGINEER.
Revision By Apprvd Date CITY OF VISTA
New TH 06/26/91 STANDARD DRAWING
Updated TR GM 02/11/13 CITY ENGINEER, DATE ALLEY TYPE DRIVEWAY RCE 55075
12/ 3 022 C7 Pag D5i R0fl9W-05B
DISTANCE FROM CONCRETE TO
2" GRIND & AC OVERLAY
6" MIN. EDGE OF SAW—CUT = 1' MIN.
EXISTING AC 0 0 LIP
BUJ
0 0 � NEW CURB & GUTTER
(OR CROSS GUTTER)
a
EXISTING AGGREGATE BASE
FULL DEPTH AC PATCH
DISTANCE FROM CONCRETE TO
EDGE OF SAW—CUT = 1' MIN.
6 NEW CURB OR
2" GRIND & AC OVERLAY MIN. ? 0 J MEDIAN CURB EXISTING AC I 1 0 J °
— CONCRETE SIDEWALK
N 0 OR MEDIAN
STAMPED CONCRETE
A.
y o 0
EXISTING AGGREGATE BASE
FULL DEPTH AC PATCH
PAVEMENT RESTORATION FOR
CURB & GUTTER OR CROSS GUTTER
Revision By Apprvd Date CITY OF VISTA
New GL TS 09/01/11 STANDARD DRAWING
CITY
PAVEMENT RESTORATION R E 55075 ENGINEER, DATE
CIP
12/ 3 022 TAILS Pag T of 2,WF-13
BREAK-AWAY SIGN
POST PER SDRSD M-45
1" THICK GROUT CAP
1/4" GRAVEL 1 ,
4" PCC MEDIANV�'-//AAj jA VAjAAj� //A�jAAAi\. .
\\/ / .. .
HARDSCAPE ` %\\j\ \\j\2
OR SIDEWALK
WHEN SIGN POST IS TO BE PLACED IN
HARDSCAPE AREAS IT SHALL BE SET MEDIAN CURB OR
IN A 4" DIAMETER BY 6" DEEP CURB AND GUTTER SCHEDULE 40 PVC ANCHOR SLEEVE
AND BACK FILLED WITH 1/4" GRAVEL
TO WITHIN 1" OF THE TOP OF THE BREAK-AWAY SIGN POST AND SLEEVE; THE LAST 1" IS TO BE FILLED SLEEVE PER SDRSD M-45 WITH GROUT. USE DIRECT BURIAL
WHERE SIGN IS TO BE PLACED IN SOIL.
BREAK-AWAY SIGN POST
Revision By Apprvd Date CITY OF VISTA
New GL SS 04 26 11 STANDARD DRAWING
Updated GL HH 12/18/12 CITY ENGINEER, DATE SIGN POST RCE 55075
12/ 3 022 FOOTIN��N HARDSCAPE Pag DQn 'RGof 2 F-06
A�
Sidewalk cuts
per G-11 B B
— — — — — — — — — — — — — — — — —
A--N-j
PLAN
oGutter
IL U
6 1/2" min
°
SECTION
U
T Pipe to be finished
t flush with curb.
6 1/2" 3-1/2"
min i Gutter min
° ° o d O �,
a d °
°
6„
typ N
SECTION B—B SECTION A—A
T C
APPROVED DRAIN PIPE SIZES a
PIPE SIZE CURB HEIGHT AT CURB FACE 0-
3" 6" to 8" PCR
—
4„ 8„ 6r--- T
6" 101$ a_ N
NOTES 2'
1. Pipe shall be one continuous length from property line to curb line.
2. Multiple pipes to be set a minimum distance of D/2 apart (3 max). Drain shall not occupy
3. Concrete shall be 520—C-2500. the hatched area
4. Pipe shall be circular rigid plastic, or approved equal. BLOCK CORNER
5. Coring of existing curb may be used as an alternative.
6. Provide 1/4" tooled groove in top slab in line with back of adjacent curb.
Revision By Approved Date RECOMMENDED BY THE SAN DIEGO
SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL STANDARDS COMMITTEE ORIGINAL Kercheval 2 75
Add Metric T.Stonton 03 03 '—)V�
7/Z6/20/Z
Reformatted T.Stonton 04/06 SIDEWALK UNDERDRAIN PIPE Chairperson R.C.E. 19246 Date Edited S.S. T. Regello 03/11 DRAWING NUMBER D-27
12/13/2022 C7 Page 194 of 235
w
w z
Z J
J
m
m
Z Z
=D 6„
6"U 1/2» R
2" WEAKENED
1/2" R 2" WEAKENED PLANE JOINT
PLANE JOINT o
o, 1
o _ z�
1 c 3
D �� �3 GUTTER LINE GUTTER LINE
co
ww�
cn z 2„
JL�j TZ O
7n �LoZ
�O
11" 12"
6" CURB 8" CURB
AREA=0.89 Sq. Ft. AREA=1.12 Sq. Ft.
w
z
J
m
ch: WIDTH SHOWN ON PLANS
U
18" MIN
_ GUTTER 1/2
0 1 ELEVATION
I
I ww
I z=
I �o
I "
I WEAKENED PLANE JOINT
I
EXISTING CURB--'�
L-------RB---' 1-1/2" EXCEPT WHERE ELEVATIONS
SHOWN INDICATE OTHERWISE
GUTTER
NOTES:
1. CONCRETE SHALL BE 520-C-2500.
2. SEE STANDARD DRAWINGS G-9 AND G-10 FOR JOINT DETAILS. LEGEND ON PLANS
3. SLOPE TOP OF CURB 2% MAX TOWARD GUTTER.
REVISION BY APPROVED DATE RECOMMENDED BY THE SAN DIEGO ORIGINAL KERCHEVAL 12/75 SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL STANDARDS COMMITTEE ADD METRIC T. STANTON 03/03 1 -)V�
7/Z6/20/Z
REFORMATTED T. STANTON 04/06 CURBS AND GUTTER - SEPARATE C AIRPERSON R.C.E. 19246 DATE UPDATED MR MR/CV 11/11 DRAWING G-1
NUMBER
12/13/2022 C7 Page 195 of 235
V)
z
0 w w w
Z J N
J W
p] W a::
W ui
uj
(D
w
L Q
W U
x CD
2" WEAKENED
PLANE JOINT N z
1 i o
1/2" R \ �3 VV)
1" R
- 4
W 112"
TYPE W *AREA
G 24" 1.34 SQ. FT.
H 301, 1.60 SQ FT.
* 6" CURB FACE
NOTES:
1. CONCRETE SHALL BE 520-C-2500.
2. SEE STANDARD DRAWINGS G-9 AND G-10 FOR JOINT DETAILS. LEGEND ON PLANS
3. SLOPE TOP OF CURB 2% MAX TOWARD GUTTER.
REVISION BY APPROVED DATE RECOMMENDED BY THE SAN DIEGO ORIGINAL KERCHEVAL 12/75 SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL STANDARDS COMMITTEE ADD METRIC T. STANTON 03/03 1 JAJ;��
7/Z6/Z0I2
REFORMATTED T. STANTON 04/06 CURB AND GUTTER - COMBINED C AIRPERSON R.C.E. 19246 DATE UPDATED I MR MR/CV 11/11 DRAWING
NUMBER G-2
12/13/2022 C7 Page 196 of 235
Z
CD
Q
w w
J Cn
W —
,', � 18" WIDTH AS SHOWN ON PLANS
rr' w
= o OR AS INDICATED ON PLANS
Uj 6° GROOVE 1/4" DEEP, 1/4" R
o_ Q
u 1/2" R
w - 2% MAX CROSS-SLOPE
zC-'J = 1 — — — — — — — — — — — — — — — — — - -/2„ R
cn 00
1" R
Ln
y 1/2"
2" WEAKENED PLANE JOINT 12"
NOTES:
1. CONCRETE SHALL BE 520-C-2500.
2. SEE STANDARD DRAWINGS G-9 AND G-10 FOR JOINT DETAILS.
3. MONOLITHIC CURB, GUTTER AND SIDEWALK IS TO BE USED WITH AGENCY APPROVAL ONLY. LEGEND ON PLANS
4. CURB HEIGHT=6" UNLESS OTHERWISE INDICATED ON PLANS.
REVISION BY APPROVED DATE RECOMMENDED BY THE SAN DIEGO ORIGINAL KERCHEVAL 12/75 SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL STANDARDS COMMITTEE ADD METRIC T. STANTON 03/03 7/Z6/20/Z
REFORMATTED T. STANTON 04/06 MONOLITHIC CURB, C AIRPERSON R.C.E. 19246 DATE UPDATED MR MR/CV 11/11 GUTTER AND SIDEWALK DRAWING G-3 NUMBER
12/13/2022 C7 Page 197 of 235
w
z
J
m w
� w z
� Z J
U J
5" Lr42" WEAKENED m �
PLANE JOINT >
U C�
5" 4" 15"
1/2" R PAVEMENT 3 �o
L.
N 1" R — — — — — — — — —
00 2" WEAKENED
PLANE JOINT '
9" 24" 1/2»
B-1 B-2
AREA=0.79 SO. FT. AREA=1.29 SO. FT.
w
z w
J z
J
3 1/2" 3 1/2"
3-1/2 5 "
1/2"
R „ 5„
1/2" DIA. 2" WEAKENED
CONTINUOUS STEEL BAR PLANE JOINT
— — 3/4„ 3/4„
TOP OF PAVEMENT 1/2" R \ TOP OF PAVEMENT
I�
8-1/2 2" WEAKENED
Ln II PLANE JOINT APPLY APPROVED
3 �1/2" DIA. STEEL DOWELS 0 4' O.C. ADHESIVE TO BASE MIN. LENGTH 8" (SEE NOTE 3)
B-3 B-4
AREA=0.29 SQ. FT. AREA=0.35 SQ. FT.
NOTES:
1. CONCRETE SHALL BE 520-C-2500. LEGEND ON PLANS
2. SEE STANDARD DRAWINGS G-9 AND G-10 FOR JOINT DETAILS.
3. EXTRUDED TYPE B-3 CURB SHALL BE ANCHORED TO EXISTING PAVEMENT (FOR TYPE B-2)
BY PLACING STEEL DOWELS AND REINFORCING STEEL AS SHOWN OR BY USING AN APPROVED ADHESIVE.
4. SLOPE TOP OF CURB 2% MAX TOWARD GUTTER/PAVEMENT. (FOR ALL OTHER TYPES) REVISION BY APPROVED DATE RECOMMENDED BY THE SAN DIEGO ORIGINAL KERCHEVAL 12/75 SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL STANDARDS COMMITTEE 1 Jo�
ADD METRIC T. STANTON 03/03 7/Z6/20/Z
REFORMATTED T. STANTON 04/06 CURBS AND GUTTER - MEDIANS C AIRPERSON R.C.E. 19246 DATE UPDATED MR MR/CV 11/11 DRAWING G-6
NUMBER l7
12/13/2022 C7 Page 198 of 235
VARIES WIDTH AS SHOWN ON PLANS
4"
1/2" R 1/2 R
f-2% MAX CROSS-SLOPE
2" WEAKENED
/ PLANE JOINT
NON-CONTIGUOUS
WIDTH AS SHOWN ON PLANS
4" 1/2" R
1/2" R
2% MAX CROSS-SLOPE
2" WEAKENED
PLANE JOINT
� C
L
CONTIGUOUS
NOTES:
1, CONCRETE SHALL BE 520-C-2500. LEGEND ON PLANS
2. SEE STANDARD DRAWINGS G-9 AND G-10 FOR JOINT DETAILS.
REVISION BY APPROVED DATE RECOMMENDED BY THE SAN DIEGO
SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL STANDARDS COMMITTEE ORIGINAL KERCHEVAL 12/75
ADD METRIC T. STANTON 03/03 Jo�
7/Z6/20/Z
REFORMAT-FED T. STANTON 04/06 SIDEWALK - TYPICAL SECTIONS C AIRPERSON R.C.E. 19246 DATE UPDATED MR MR/CV 11/11 DRAWING �±-7
NUMBER V
12/13/2022 C7 Page 199 of 235
MID POINT OF CURB RETURN
P.C.R.
I I I
I I I
I I I
♦ I I I
♦
5' TYP.
15' TYP.
45' TYP.
P.C.R.
NOTES:
1. EXPANSION JOINTS ---AT CURB RETURNS, ADJACENT TO STRUCTURES AND AT 45' INTERVALS. (SEE STANDARD DRAWING G-10).
2. WEAKENED PLANE JOINTS------AT MID POINT OF CURB RETURN, WHEN REQUIED, AND AT 15' INTERVALS FROM P.C.R. (SEE STANDARD DRAWING G-10).
3. 1/4" GROOVES WITH 1/4" RADIUS EDGES AT 5' INTERVALS.
REVISION BY APPROVED DATE RECOMMENDED BY THE SAN DIEGO ORIGINAL KERCHEVAL 12/75 SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL STANDARDS COMMITTEE I Jo�
ADD METRIC T. STANTON 03/03 7/Z6/20/Z
REFORMATTED T. STANTON 04/06 SIDEWALK JOINT LOCATIONS C AIRPERSON R.C.E. 19246 DATE UPDATED MR MR/CV 11/11 DRAWING
NUMBER G"9
12/13/2022 C7 Page 200 of 235
LA
OINT FILLER MATERIAL
1/4 1/8" R
R
e � T
Ns
1/2" (#4) x 24" SMOOTH,
1/2" (PAVEMENT) GREASED OR OILED BAR,
1/4" MIN — 1/2" MAX (SIDEWALK) 30" ON CENTER
EXPANSION JOINT CONTACT JOINT
1/8" R 1/8" PREFORMED JOINT FILLER
OL
H � e e
_ N
�I 1/4„ 'I f 1/4„
WEAKENED PLANE JOINT WEAKENED PLANE JOINT
CURB AND SIDEWALK GUTTER AND CONCRETE PAVEMENT 1-1/2"
1/8"
s s N °
\ s
CN
N T
CN
1-5/8"
KEYED JOINT
REVISION BY APPROVED DATE RECOMMENDED BY THE SAN DIEGO
SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL STANDARDS COMMITTEE ORIGINAL PARKINSON 02/95
ADD METRIC T. STANTON 03/03 7/261Z0/Z
REFORMATTED T. STANTON 04/06 CONCRETE JOINT DETAILS C AIRPERSON R.C.E. 19246 DATE UPDATED I CV MR/CV 11/11 DRAWING
NUMB %j
AREA TO BE REMOVED
EXISTING SCORE MARK 5', OR FROM JOINT IN EXISTING JOINT
PANEL, WHICHEVER IS LESS
U
SIDEWALK PLAN
EXISTING SCORE MARK AREA TO BE REMOVED EXISTING JOINT ° • ° t' °
SIDEWALK SECTION
AREA TO BE REMOVED 30" MIN.
5', OR FROM JOINT IN FROM EXISTING JOINT EXISTING JOINT OR EDGE PANEL, WHICHEVER IS LESS OR EDGE OF CURB
CURB LINE
GUTTER LINE
U U
CURB PLAN
AREA TO BE REMOVED 5' MIN. FROM EXISTING EXISTING JOINT OR EDGE EXISTING SCORE MARK 5' MIN. JOINT OR EDGE OF PAVEMENT tA
° °a U •
PAVEMENT SECTION
REMAINING EDGE TO BE
SMOOTH AND TRUE WITH
1-1/2" MIN. NO SHATTER
. a
CONCRETE T
NOTE: TO BE REMOVED t
SAW CUT
WHEN DISTANCE FROM "AREA TO BE REMOVED" TO EXISTING JOINT, EDGE OR SCORE MARK IS LESS THAN MINIMUM SHOWN, "AREA TO BE REMOVED" SHALL ° BE EXTENDED TO JOINT, EDGE OR SCORE MARK.
SECTION
SHOWING CUT
REVISION BY APPROVED DATE RECOMMENDED BY THE SAN DIEGO ORIGINAL KERCHEVAL 12/75 SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL STANDARDS COMMITTEE ADD METRIC T. STANTON 03/03 � 7/Z6/20/Z EFORMATTED T. STANTON 04/06 CONCRETE CURB, GUTTER, SIDEWALK AND PAVEMENT C AIRPERSON R.C.E. 19246 DATE UPDATED CV MR/CV 11/11 REMOVAL AND REPLACEMENT DRAWING G_11 NUMBER
12/13/2022 C7 Page 202 of 235
_P.C.R. RADIUS I P.C.R. RADIUS —
rA/4 (TYP.)
7 r
t.
A CONTACT JOINTS PER STANDARD
DRAWING G-10 WHEN
SEPARATE POURS ARE MADE
PLAN
10' UNLESS OTHERWISE
SHOWN ON PLAN 1/2" R TYP.
E7"
E1.5% 1.5% TOP OF PAVING
BASE MATERIAL AS SHOWN ON PLANS
SECTION A-A
NOTES:
1. CONCRETE SHALL BE 560-C-3250.
2. - = WEAKENED PLANE JOINTS.
3. — — = TYPICAL FLOWLINES.
4. o = ELEVATIONS TO BE SHOWN ON PLANS.
5. RETURN SEGMENTS TO BE 7" THICK.
6. CURB BETWEEN P.C.R.S SHALL BE CONSIDERED AS PART OF THE CROSS GUTTER.
7. IN ALL CASES SUBGRADE SHALL BE COMPACTED TO 95% MIN. RELATIVE COMPACTION TO DEPTH OF 12". LEGEND ON PLANS
REVISION BY APPROVED DATE RECOMMENDED BY THE SAN DIEGO
SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL STANDARDS COMMITTEE ORIGINAL KERCHEVAL 12/75
ADD METRIC T. STANTON 03/03 Jo�
7/Z6/20/Z
EFORMATTED T. STANTON 04/06 CROSS GUTTER C AIRPERSON R.C.E. 19246 DATE UPDATED CV MR/CV 11/11 DRAWING G-12 NUMBER l]
12/13/2022 C7 Page 203 of 235
TRANSITION GUTTER CROSS SLOPE TO
MATCH CROSS GUTTER SLOPE
Curb Curb
as e �
5' 10' 5' GUTTER CROSS
SLOPE
I
CROSS GUTTER
SLOPE
PLAN
10' UNLESS OTHERWISE
SHOWN ON PLAN 1/2" R TYP.
1.5% 1.5% TOP OF PAVING
I
BASE MATERIAL AS SHOWN ON PLANS
SECTION
NOTES:
1. CROSS GUTTER TO BE CONSTRUCTED WHERE THE DRAINAGE IS CARRIED ACROSS THE STREET.
2. MINIMUM ALLOWABLE CROSS GUTTER SLOPE IS 0.5%.
3. CONCRETE SHALL BE 560—C-3250.
4. IN ALL CASES SUBGRADE SHALL BE COMPACTED TO 95% MINIMUM RELATIVE COMPACTION TO LEGEND ON PLANS DEPTH OF 12".
5. 0 = ELEVATIONS SHOWN ON PLANS.
REVISION BY APPROVED DATE RECOMMENDED BY THE SAN DIEGO ORIGINAL KERCHEVAL 12/75 SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL STANDARDS COMMITTEE 1 _V�
ADD METRIC T. STANTON 03/03 7/Z6/20/Z
REFORMATTED T. STANTON 03/03 MID-BLOCK CROSS GUTTER C AIRPERSON R.C.E. 19246 DATE UPDATED CV MR/CV 11/11 DRAWING
NUMBER G-13
12/13/2022 C7 Page 204 of 235
R/W
2:1 TRANSITION
x _
Q
CV
� Y
J
W
Ln
CURB LINE GUTTER
3'-0" 3'-0"
PLAN
DRIVEWAY CURB OPENING
DRIVEWAY WIDTH
SHOWN ON PLANS
BOTTOM OF CURB
12" R (TYP.)
ELEVATION
R/IW EDGE OF SIDEWALK
EXPANSION JOINT I 27 RISE MAX
SEE NOTE 5 ABOVE GUTTER
5-1/2" RESIDENTIAL
O
7-1/2" COMMERCIAL e
O •
1/2" R
SECTION
NOTES:
1. NO CONCRETE SHALL BE PLACED UNTIL FORMS AND SUBGRADE ARE INSPECTED BY THE AGENCY.
2. FOR RESIDENTIAL USE, CONCRETE SHALL BE 520—C-2500; FOR COMMERCIAL USE, CONCRETE SHALL BE 560—C-3250.
3. SEE STANDARD DRAWINGS G-15 AND G-16 FOR WIDTH AND LOCATION REQUIREMENTS.
4. DRIVEWAY RAMP TO EXTEND 10' FROM CURB FACE OR TO PROPERTY LINE WHICHEVER IS LESS.
5. PLACE EXPANSION JOINT AT RIGHT—OF—WAY OR 10' WHICHEVER IS LESS.
6. SEE STANDARD DRAWINGS G-2 AND G-10 FOR CURB AND JOINT DETAILS.
7. DIMENSIONS SHOWN REFLECT A 6" CURB HEIGHT.
REVISION BY APPROVED DATE RECOMMENDED BY THE SAN DIEGO
SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL STANDARDS COMMITTEE ORIGINAL R. MUNOZ 4 97
ADD METRIC T. STANTON 03/03 7/Z6/Z0I2
REVIEWED T. STANTON 04/06 CONCRETE DRIVEWAY - TYPE A C14AIRPERSON R.C.E. 19246 DATE UPDATED MR MR/CV 02/12 (CONTIGUOUS SIDEWALK) DRAWING NUMBER G-14A
12/13/2022 C7 Page 205 of 235
2:1 TRANSITION
R/W
X Q J
Z <
o W
N N 0
V)
Q �
d V4 �//'l I � 2
CURB LINE I ULPRESSED CURB
�- - GUTTER
3'-0' 3'-0"
PLAN
DRIVEWAY CURB OPENING
DRIVEWAY WIDTH
SHOWN ON PLANS
i,/.,/i/
BOTTOM OF CURB
ELEVATION 12" R (TYP)
R/W EDGE OF SIDEWALK
EXPANSION JOINT
SEE NOTE 5 2% RISE MAX
1" ABOVE
5-1/2" RESIDENTIAL GUTTER
7-1/2" COMMERCIAL
,p
SECTION
1/2" R
NOTES:
1. NO CONCRETE SHALL BE PLACED UNTIL FORMS AND SUBGRADE ARE INSPECTED BY THE AGENCY.
2. FOR RESIDENTIAL USE, CONCRETE SHALL BE 520-C-2500; FOR COMMERCIAL USE, CONCRETE SHALL BE 560-C-3250.
3. SEE STANDARD DRAWINGS G-15 AND G-16 FOR WIDTH AND LOCATION REQUIREMENTS.
4. DRIVEWAY RAMP TO EXTEND TO 10' FROM CURB FACE OR TO PROPERTY LINE WHICHEVER IS LESS.
5. PLACE EXPANSION JOINT AT RIGHT-OF-WAY OR 10', WHICHEVER IS LESS.
6. SEE STANDARD DRAWINGS G-2 AND G-10 FOR CURB AND JOINT DETAILS.
7. DIMENSIONS SHOWN REFLECT A 6" CURB HEIGHT.
REVISION BY APPROVED DATE RECOMMENDED BY THE SAN DIEGO ORIGINAL R. MUNOZ 4/97
SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL STANDARDS COMMITTEE ADD METRIC T. STANTON 03/03 7/Z6/20/Z
REFORMATTED T. STANTON 04/06 CONCRETE DRIVEWAY C AIRPERSON R.C.E. 19246 DATE UPDATED MR MR/CV 02/12 (NON-CONTIGUOUS SIDEWALK) DRAWING G-14B NUMBER
12/13/2022 C7 Page 206 of 235
NON—CONTIGUOUS SIDEWALK
R/W
�
x x
2:1 TRANSITION
z g
b\
N N
0 CONTIGUOUS SIDEWALK
z_ x
0)
in b\
N
CURB LINE DEPRESSED CURB
�- — GUTTER
3'-0"
PLAN
DRIVEWAY CURB OPENING
DRIVEWAY WIDTH
SHOWN ON PLANS
BOTTOM OF CURB
ELEVATION 12" R (TYP)
R/W
EXPANSION JOINT EDGE OF SIDEWALK
SEE NOTE 5
2% MAX RISE
1" ABOVE
GUTTER
5-1/2'
1/2" R
SECTION
NOTES:
1. NO CONCRETE SHALL BE PLACED UNTIL FORMS AND SUBGRADE ARE INSPECTED BY THE AGENCY.
2. CONCRETE SHALL BE 520—C-2500.
3. SEE STANDARD DRAWINGS G-15 AND G-16 FOR WIDTH AND LOCATION REQUIREMENTS.
4. DRIVEWAY RAMP TO EXTEND 10' FROM FACE OF CURB OR TO PROPERTY LINE WHICHEVER IS LESS.
5. PLACE EXPANSION JOINT AT RIGHT—OF—WAY OR 10', WHICHEVER IS LESS.
6. SEE STANDARD DRAWINGS G-2 AND G-10 FOR CURB AND JOINT DETAILS.
7. DIMENSIONS SHOWN REFLECT A 6" CURB HEIGHT.
REVISION BY APPROVED DATE RECOMMENDED BY THE SAN DIEGO ORIGINAL R. MUNOZ 4/97
SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL STANDARDS COMMITTEE ADD METRIC T. STANTON 03/03 7/Z6/20/Z
RESIDENTIAL Jo�
REFORMATTED T. STANTON 04/06 C AIRPERSON R.C.E. 19246 DATE UPDATED MR MR/CV 02/12 CONCRETE DRIVEWAY DRAWING (PARKWAY LESS THAN 10' IN DEPTH) NUMBER G-14C 12/13/2022 C7 Page 207 of 235
MONOLITHIC CURB IF
SPECIFIED OR REQUIRED
R/W — — —
Z J Q Q Q
1:12 1:12
w b\ b\
N N N
N
CURB
LINE DEPRESSED UUHU
GUTTER
PLAN 12" WIDE BORDER WITH 1/4"
GROOVES APPROX. 3/4" O.C.
TABLE A
DRIVEWAY CURB OPENING X Y
CUR RAMP
Y DRIVEWAY WIDTH Y HEIGHT LENGTH
(SEE TABLE A) SHOWN ON PLANS (SEE TABLE A 1„ O'—O" 2 1'-0"
3„ 2,_0„
x
BOTTOM OF CURB 6" 5'-0"
ELEVATION 7" 6'-0"
R/W
MONOLITHIC CURB IF
SPECIFIED OR REQUIRED
27. MAX RISE
I
1" ABOVE
` GUTTER
5-1/2" RESIDENTIAL
7-1/2" COMMERCIAL EDGE OF SIDEWALK
,o
EDGE OF SIDEWALK 1/2" R
SECTION
NOTES:
1. NO CONCRETE SHALL BE PLACED UNTIL FORMS AND SUBGRADE ARE INSPECTED BY THE AGENCY.
2. FOR RESIDENTIAL USE, CONCRETE SHALL BE 520—C-2500; FOR COMMERCIAL USE, CONCRETE SHALL BE 560—C-3250.
3. SEE STANDARD DRAWINGS G-15 AND G-16 FOR WIDTH AND LOCATION REQUIREMENTS.
4. SEE STANDARD DRAWINGS G-2 AND G-10 FOR CURB AND JOINT DETAILS.
5. PLACE EXPANSION JOINT AT RIGHT—OF—WAY.
6. DIMENSIONS SHOWN REFLECT A 6" CURB HEIGHT.
7. RAMP LENGTH CALCULATIONS ARE BASED ON X-1" TO ACCOUNT FOR THE 1" DRIVEWAY LIP.
REVISION BY APPROVED DATE RECOMMENDED BY THE SAN DIEGO
SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL STANDARDS COMMITTEE ORIGINAL HH T. STANTON 02/03
ADD METRIC T. STANTON 03/03 Jo�
7/Z6/20/Z
REVIEWED T. STANTON 04/06 CONCRETE DRIVEWAY C AIRPERSON R.C.E. 19246 DATE UPDATED MR MR/CV 02/12 (FOR CONFINED RIGHT-OF-WAYI DRAWING G-14D NUMBER
12/13/2022 C7 Page 208 of 235
DRIVEWAY WIDTH
TAPERED DOWN CURB FACE (24' MINIMUM)*
UNLESS JOINING ONSITE CURB
6" P.C.C.
CURB
R=3.0'
10' (TYP)
R/W �r
2:1 TRANSITION
WEAKENED dHLANE )OINT� d
d O d
d a ° 'GUTTER LINE ° ° d
`— — — — — — — — c d —
SIDEWALK WIDTH
VARIES 4' MIN TYPICAL PLAN SEE NOTE 4 (TYP)
1.5' -it 10' TYP VARIES
1/2" RADIUS � 4' MIN
�w I\ SEE NOTE 5
~J
�-2% MAX —SLOPE PER PLAN
d d
d 4 d e
° C d
1 1/2" �— L-7" MIN
SEE NOTE 7
1' ABOVE
GUTTER
1/2' R CENTERLINE CROSS-SECTION
1. * OR AS REQUIRED BY THE AGENCY.
2. • = ELEVATION SHOWN ON PLANS (TOP OF CURB, AND GUTTER ELEVATION)
3. ALL CONCRETE SHALL BE 560—C-3250
4. TRANSITION FROM FULL HEIGHT CURB TO NO CURB. 6FT TRANSITION FOR 5FT WIDE SIDEWALK AND 8FT TRANSITION FOR 6FT WIDE SIDEWALK.
5. PAVEMENT STRUCTURAL SECTION SHALL BE SHOWN ON PLANS.
6. SEE G-2 AND G-10 FOR CURB AND JOINT DETAILS.
7. BASE MATERIAL AS SHOWN ON PLANS.
REVISION BY APPROVED DATE GO
SAN DIEGO REGIONAL STANDARD DRAWING RECOMMENDED THE SAN DIE
REGIONAL STANDARDS
RDS COMMITTEES
NEW MR MR/CV 09/11
,_V� 71,?61,?0/d'
CONCRETE DRIVEWAY C AIRPERSON R.C.E. 19246 DATE
(ALLEY TYPE) DRAWING G-14E
NUMBER
age ZUU o
R/W
b\
cD
0') MATCH WING TRANSITION
0 x
Y
�� z_a
DEPRESSED CURB
CURB LINE - - GUTTER
3' 3'
PLAN
DRIVEWAY CURB OPENING
DRIVEWAY WIDTH
SHOWN ON PLANS
BOTTOM OF CURB
R/W ELEVATION 12" R (TYP)
EXPANSION JOINT 27- RISE MAX
SEE NOTE 5 SIDEWALK
1"
9,67.— ABOVE GUTTER
5-1/2" RESIDENTIAL MAX 2% ,MAX
7-1/2" COMMERCIAL 9.6' MAX- D
,D D
D
1/2" R
SECTION
NOTES:
1. NO CONCRETE SHALL BE PLACED UNTIL FORMS AND SUBGRADE ARE INSPECTED BY AGENCY.
2. FOR RESIDENTIAL USE, CONCRETE SHALL BE 520-C-2500; FOR COMMERCIAL USE, CONCRETE SHALL BE 560-C-3250.
3. SEE STANDARD DRAWINGS G-15 AND G-16 FOR WIDTH AND LOCATION REQUIREMENTS.
4. DRIVEWAY RAMP TO EXTEND TO 10' FROM CURB FACE OR TO RIGHT-OF-WAY, WHICHEVER IS LESS.
5. PLACE EXPANSION JOINT AT RIGHT-OF-WAY OR 10', WHICHEVER IS LESS.
6. SEE STANDARD DRAWINGS G-2 AND G-10 FOR CURB AND JOINT DETAILS.
7. DIMENSIONS SHOWN REFLECT A 6" CURB HEIGHT.
REVISION BY APPROVED DATE SAN DIEGO REGIONAL STANDARD DRAWING RECOMMENDED THE SAN DIEGO
REGIONAL STANDARDS COMMITTEE
NEW MR MR/CV 02/12
7/Z6/Z0I2
CONCRETE DRIVEWAY - TYPE B C AIRPERSON R.C.E. 19246 DATE (CONTIGUOUS SIDEWALK) DRAWING G-14F
NUMBER
12/13/2022 C7 Page 210 of 235
W
Z
J
W
I d
I O
I Of
a-
-+— — - REQUIREMENT 1
6 NO PORTION OF ANY CURB OPENING SHALL BE PERMITTED PROPERTY LINE ; t WITHIN 6' OF THE INTERSECTION OF THE PROLONGED ��� PROPERTY LINES AND THE CURB SHOWN BY ARC A.
I � �
DRIVEWAY i J``�
CURB OPENING I i�G 2
CURB LINE
W
z
J
W
d
O
a RADIUS 25'
PROPERTY LINE OR LESS- _
�� REQUIREMENT 2
��J NO PORTION OF ANY CURB OPENING SHALL BE PERMITTED DRIVEWAY I e0 IN THE CURB RETURN WHERE THE RADIUS OF CURB IS 25' CURB OPENING J OR LESS, AS SHOWN BY ARC B.
CURB LINE
w
z
RADIUS MORE
w THAN 25'cr
t
--o --
PROPERTY LINE �
REQUIREMENT 3
�G ON ALL CURB RETURNS WHERE THE RADIUS IS MORE THAN �PA'\x °� ° 25', CURB OPENINGS MAY ENCROACH UPON EACH END OF THE DRIVEWAY �O �o ����` RETURN A DISTANCE EQUAL TO 12.5% (OR 1/8) OF THE TOTAL CURB OPENING °� °� LENGTH OF THE ARC ON THE CURB RETURN, THUS LEAVING AT CURB LINE � �� FACELEAST
FREEFROMor /DRIVOF THE LENGTH OF ARC ON THE EWAY ENCROACHMENT, RETURN
PROVIDED
12.5% (OR 1/8) OFF �� �° REQUIREMENT 1 IS MET.
TOTAL LENGTH OF ARC
W
z
J
W
O
d
----------
REQUIREMENT 4
NO PORTION OF ANY CURB OPENING SHALL BE PERMITTED
PROPERTZ. cj
LINE �J� IN THE CURB RETURN WHERE A SEPARATE TURNING MOVEMENT IS PROVIDED, AS SHOWN BY ARC C.
DRIVEW0CURB OPE
CURB LINE
REVISION BY APPROVED DATE RECOMMENDED BY THE SAN DIEGO
SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL STANDARDS COMMITTEE ORIGINAL KERCHEVAL 12/75
ADD METRIC T. STANTON 03/03 Jo�
7/Z6/20/Z
REVIEWED T. STANTON 04/06 DRIVEWAY LOCATION - ADJACENT TO C AIRPERSON R.C.E. 19246 DATE UPDATED I MR MR/CV o2/1z CURB RETURNS AND STREET LINES DRAWING G-15 NUMBER
12/13/2022 C7 Page 211 of 235
MONOLITHIC CURB IF SPECIFIED OR REQUIRED OF RETURN TRANSITION AREA S �
�q % O•
A
12" WIDE BORDER
SEE DETAIL A \ /
STANDARD DRAWING G-32A
FACE OF CURB
LIP OF GUTTER
Z
L►A
PLAN - TYPE A
CURB SEE TYPE A
MONOLITHIC CURB 4' MIN
IF SPECIFIED OR �A R W
SIDEWALK REQUIRED
TRANSITION
CURB AREA
SIDEWALK
RAW ��- e .
SEE TYPE B
FACE OF CURB LIP
4'-0"Z Z
12" WIDE BORDER (TOE)
SEE DETAIL A A GUTTER
STANDARD DRAWING G-32A
PLAN - TYPE B
TOP OF
X CURB
6" 4' MIN Y
-
_ LANDING 5% MAXIMUM
GUTTER APRON
ELEVATION 12 8.33�AX SLOPE AT RAMP
GUTTER OPENING
FLOW LINE
SEE TRUNCATED - I
NOTE 4 DOMES
NOTES: 4" THICK MIN SEE DETAIL B
STANDARD
1. SEE STANDARD DRAWING G-32A FOR GENERAL NOTES. DRAWING G-32A
2. FOR TRUNCATED DOMES DETAILS, SEE STANDARD DRAWING G-30. SECTION A—A
3. Z SIDE SLOPE SHALL BE 10:1.
4. LANDING CROSS SLOPE SHALL BE 2.0% MAX IN BOTH DIRECTIONS.
5. SEE STANDARD DRAWING G-32B FOR X, Y, AND Z DETAILS.
REVISION BY APPROVED DATE RECOMMENDED BY THE SAN DIEGO ORIGINAL BAHMANIAN 04/86 SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL STANDARDS COMMITTEE 1 ADD METRIC T. STANTON 03/03 7/Z6/Z0l2 UPDATE D. DAVIES 12/04 CURB RAMP - TYPES A AND B (�iu C AIRPERSON R.C.E. 19246 DATE REVISED T. STANTON 04/06 (NEW CONSTRUCTION) DRAWING (�_ UPDATED MR MR/CV 03/12 NUMBER " 27 12/13/2022 C7 Page 212 of 235
MONOLITHIC CURB
A MEET SIDEWALK ELEVATION
BACK OF SIDEWALK
12" WIDE BORDER CT C1
SEE STANDARD
DRAWING G-32A,
DETAIL A
ve e n •
° a e°° ••• n es n e e e n.
. • .°' ec ,ens vo '
• °
FACE OF CURB
LIP (TOE) OF GUTTER
TRUNCATED DOMES 4'-0"
A TOP OF CURB
g.33% MA
PLAN X X
-
D -
--
CT J
4'-0" I CT 1 GUTTER FLOW LINE
ELEVATION
4'-0" MINIMUM LANDING
6"
3'-0" TRUNCATED DOMES
5% MAX GUTTER
APRON SLOPE AT
RAMP OPENING ;
SEE NOTE 3
f
— � o v o 'D ''-: v•, - III p O D D D O D •' O � D'- D - .'D D O V D 4" THICK MINIMUM
SEE STANDARD DRAWING 12 SECTION A-A
G-32A, DETAIL B
NOTES:
1. TYPE C ARE ONLY TO BE USED TO MITIGATE EXISTING CONDITIONS WHERE INADEQUATE RIGHT OF WAY EXISTS. TYPE C RAMP IS NOT TO BE USED IN NEW CONSTRUCTION, UNLESS APPROVED BY AGENCY.
2. SEE STANDARD DRAWING G-32A FOR GENERAL NOTES.
3. LANDING CROSS SLOPE SHALL BE 2.0% MAX IN BOTH DIRECTIONS.
4. FOR TRUNCATED DOMES, SEE STANDARD DRAWING G-30.
5. CT (CURB TRANSITION) SHALL BE 8.33% MAXIMUM.
6. SEE STANDARD DRAWING G-32B FOR X, Y, AND CT DETAILS.
REVISION BY APPROVED DATE RECOMMENDED BY THE SAN DIEGO ORIGINAL R. MUNOZ 05/97 SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL STANDARDS COMMITTEE ADD METRIC T. STANTON 03/03 71061Z0/Z
UPDATE D. DAVIES 12/04 CURB RAMP - TYPE C C AIRPERSON R.C.E. 19246 DATE REVISED T. STANTON 04/06 (FOR EXISTING SIDEWALK) DRAWING G-29 UPDATED MR MR/CV 03/12 NUMBER
12/13/2022 C7 Page 213 of 235
4'-0"
DETAIL 1 TRUNCATED DOMES
1.6" TO 2.4" SPACING C/C
00 0000000000000000000000000
00 0000000000000000000000000
00000000000000000000000000
W 0000000000000000000000000000
� M 0000000000000000000000000000
Cl 0000000000000000000000000000
MCDz 0000000000000000000000000000
Ll
QtoZ., 0000000000000000000000000000
o z �0- 0000000000000000000000000000
0000000000000000000000000000
0000000000000000000000000000
0000000000000000000000000000
0000000000000000000000000000
0000000000000000000000000000
PLAN - TILE
NOT TO SCALE
NOTES
1. DETECTABLE WARNING SURFACE COLOR SHALL BE YELLOW
CONFORMING TO FEDERAL STANDARDS 595E TABLE IV, COLOR
NO. 33538, OR AS SPECIFIED BY THE AGENCY. COLOR
SHALL BE HOMOGENEOUS THROUGHOUT THE TILE.
1.6" TO 2.4" 2. TRUNCATED DOME TOP DIAMETER OF 50% OF THE BASE DIAMETER MINIMUM TO 65% OF THE BASE DIAMETER MAXIMUM.
0.65" MIN
00000 000000000 000
0000 0000000 00
000 000 0
00 000
0 �I I�SEE NOTE # 2
00 000 I I
000 00000 0 %2" R
N z 0000000 00
00000 000000000 000
o - 0000000000000000000 BASE
co 00000 000000000 000 0.2" p z
0 0000000 00
000 00000*'0
0 O O 000 00
OO !0; 00000 000 O
SEE NOTE # 3
DETAIL 1
NOTE: 0.90" TO 1.4"
NOT TO SCALE PATTERN, SIZE &
ORIENTATION ARE
PER MANUFACTURER'S
RECOMMENDATION
Revision By Approved Date RECOMMENDED BY THE SAN DIEGO ORIGINAL PARKINSON 02/95 SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL STANDARDS COMMITTEE ADD METRIC T. STANTON 03/03 10 25 2018 UPDATE D. DAVIES 12/04 TRUNCATED DOMES Chair erson R.C.E. 19246 Date UPDATED MR MR/CV 03/12 DRAWING G-3O UPDATED MR MR/CV 03/12 NUMBER
12/13/2022 C7 Page 214 of 235
4'-0" MIN REMOVE & RECONSTRUCT
PAVEMENT AS SHOWN ON
LANDING LINE OF CURB ~ PLANS TO PROVIDE 5% SEE NOTE #6 12" WIDE BORDER MAX SLOPE
LLOP E WIITHIN 4'-0"
8.337. MAX B
`D
A TRUNCATED DOMES
SEE STANDARD 3'-0" MIN
DRAWING G-30
6" MIN
8" MAX
12"
0 3/4" 33q MqX Q _
1/4 � 1/4 � J 5.0% MAY,
EDGE OF
TRUNCATED DOMES
DETAIL B
DETAIL A SEE NOTE 7
12" WIDE BORDER
NOTES
1. THE REMOVAL OF EXISTING CONCRETE CURB, GUTTER, SIDEWALK, AND PAVEMENT FOR PEDESTRIAN RAMP INSTALLATION SHALL COMPLY WITH STANDARD DRAWING G-11. FOR
CONSTRUCTION OF CURB RAMPS ON EXISTING SIDEWALKS, REMOVAL OF ADDITIONAL SIDEWALK MAY BE REQUIRED TO COMPLY WITH ADA REQUIREMENTS TO MEET EXISTING GRADE.
2. CONCRETE SHALL BE CLASS 520-C-2500.
3. AREAS SHOWN THUS: ; SHALL HAVE A MEDIUM TO HEAVY BROOM TEXTURE FINISH, PERPENDICULAR TO THE AXIS OF THE RAMP. AREAS SHOWN THUS: ARE THE MINIMUM REQUIRED FOR A COMPLETE RAMP INSTALLATION.
4. IF OBSTRUCTIONS SUCH AS INLETS, UTILITY POLES, FIRE HYDRANTS, ETC., ARE ENCOUNTERED, THE RAMP LOCATIONS MAY BE ADJUSTED UPON THE APPROVAL OF THE AGENCY.
5. THE RAMP SLOPES WILL BE MEASURED RELATIVE TO THE SIDEWALK SLOPE. ADJOINING SLOPE BEYOND THE RAMP SHALL NOT EXCEED 20:1 (5%).
6. LANDING CROSS SLOPE SHALL BE 2.0% MAX IN BOTH DIRECTIONS.
7. EDGE OF TRUNCATED DOME PANEL SHALL BE LOCATED 6" MINIMUM AND 8" MAXIMUM FROM THE GUTTER FLOWLINE.
REVISION BY APPROVED DATE RECOMMENDED BY THE SAN DIEGO
SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL STANDARDS COMMITTEE ORIGINAL PARKINSON 02/95
ADD METRIC T. STANTON 03/03 (lid 7/Z6/ZO/Z UPDATE D. DAVIES 12/04 GENERAL NOTES FOR CURB RAMPS C AIRPERSON R.C.E. 19246 DATE REVISED T. STANTON 04/06 DRAWING G_32A UPDATED MR MR/CV 103/121NUMBER
12/13/2022 C7 Page 215 of 235
TABLE A TABLE B
X Y Z CT X Y Z Z1
CURB RAMP SIDE CURB CURB RAMP SIDE SIDE HEIGHT LENGTH SLOPE TRANS. HEIGHT LENGTH SLOPE SLOPE (12:1) (10:1) (12:1) (10:1) (12:1)
1" 1'-0" 1'-6" 0'-0" 1" 1'-0" 1'-6" 1 '-0" 2" 2'-0" 1'-8" 0'-0" 2" 2'-0" 1'-8" 2'-0" 3" 3'-0" 2'-6" 0'-0" 3" 3'-0" 2'-6" 3'-0" 4" 4'-0" 3'-4" 0'-0" 4" 4'-0" 3'-4" 4'-0" 5" 5'-0" 4'-2" 0'-0" 5" 5'-0" 4'-2" 5'-0" 6" 6'-0" 5'-0" 0'-0" 6" 6'-0" 5'-0" 6'-0" 7" 7'-0" 5'-10" 1-0" 7" 7'-0" 5'-10" 7'-0" 8" 8'-0" 6'-8" 2'-0" 8" 8'-0" 6,-8" 8'-0" TYPE A AND B CURB RAMPS TYPE A-1 AND B-1 CURB RAMPS
TABLE C
X CT
CURB CURB NOTES
HEIGHT TRANS.
(12:1) 1. DIMENSIONS X, Y, Z, Z1, AND CT MAY BE DETERMINED
BY USING THE TABLES ON THIS SHEET WITH PRIOR
4" 4'-0" AGENCY APPROVAL. WITHOUT AGENCY APPROVAL,
DIMENSIONS SHOULD NOT EXCEED THE MAXIMUM SLOPE
5" 5-0" OR RATIO PROVIDED.
6" 6'-0" 2. Z* REFERS TO Z OR Z1 IN TABLE B. Z SIDE SLOPE 7" 7'-0" SHALL BE 10:1, EXCEPT PER NOTE 3. 8" 8'-0" 3. FOR TYPE A-1 AND B-1 CURB RAMPS, WHERE A 4'
LANDING CANNOT BE CONSTRUCTED DUE TO INADEQUATE
9 9 -0 RIGHT OF WAY, A 3' MINIMUM LANDING IS ACCEPTABLE 10" 10'-0" WITH PRIOR AGENCY APPROVAL AND PROVIDED THE SIDE SLOPES ARE REVISED TO 12:1 PER SIDE SLOPE Z1 IN
11" 1 1 '-0" TABLE B.
12" 12'-0"
13" 13'-0"
TYPE C CURB RAMP
REVISION BY APPROVED DATE RECOMMENDED BY THE SAN DIEGO ORIGINAL MR MR/CV 03/12 SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL STANDARDS COMMITTEE (lid 7/06/00/Z
NOTES FOR CURB RAMPS CHAIRPERSON R.C.E. 19246 DATE DRAWING G_32B
NUMBER
12/13/2022 C7 Page 216 of 235
1 3/4"x 1 3/4"
12 Gauge Post
6'
ME
(Unless Otherwise Shown on Plans) i
�
2"t
NOTES •
1. Structural steel tubing used for o
post & sleeves shall be
galvanized 12 gauge cold rolled °
steel, of the nominal dimensions 101
shown hereon and meet the AI
requirements of ASTM A446
Grade A. °
0 2. Galvanizing shall be per ASTM
A525. Posts & sleeves shall 0 3/8" Rivet (typ.) have 7/16" dia. holes °
spaced 1" o.c. t1/8" 0
& shall have no more variation in 0
straightness than 1/16" in o 0
3'. Posts shall be square a, o Rivet Specification within t0.014", have twist o Dimension: 3/8" Dia. Shank no greater than 0.062" in 3' and " 0 7/8" Dia. Head have corner radii of 5/32" 0 0 Grip Range: .200—.356 f1/64". N ^ 0 Finish: Electro—Galvanize
00 ASTM-13-633
3. The signs shall be mounted E 0 Type III SCI on posts in accordance with 0
Section 56, "Signs" of the State o 0
Standard Specifications. All 0
fastening hardware is to be 0
provided by the Contractor. 0 3/8" Rivet (typ.)
4. Maximum sign size 5.2 sq. ft. 0
0 2 1/4" Anchor Sleeve
3"
° Existing
0 Ground
0 2 1/4% 2 1/4" 0 M
12 Gauge Post 0
2% 2"-12 Gauge
Post 2" Anchor Post
Revision By Approved Date RECOMMENDED BY THE SAN DIEGO ORIGINAL G.Parkinson 2 95 SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL STANDARDS COMMITTEE Add Metric T. Stanton 03/03 7/26(20/2 Reviewed T. Stanton 04/06 BREAK-AWAY SIGN POST Ch irperson R.C.E. 19246 Date Delete Metric D. Gerschoffer 05/12 DRAWING M-45 NUMBER
12/13/2022 C7 Page 217 of 235
ROUNDED CONCRETE ROUNDED CONCRETE
4" DIAMETER
4" DIAMETER GALVANIZED STEEL
GALVANIZED STEEL POST, POST 1/4" WALL
1/4" WALL FILLED
WITH CONCRETE
CHAIN HASP SEE
ROUND CONCRETE DETAIL BELOW
iv ROUND CONCRETE N
FINISH GRADE FINISH GRADE
_
e e•
D• D•• N
5" DIAMETER00
CONCRETE FOOTING :'A' GALVANIZED PIPE
SLEEVE 1/4" WALL
to . . .
CONCRETE FOOTING
D
18" DIA
LEGEND ON PLANS
to DEMOUNTABLE PROTECTION POST
8 MIN TYPE "B"
DIAMETER
PROTECTION POST
TYPE $$A" LEGEND ON PLANS
4—CHAIN LINK 4" DIAMETER
SEGMENT WELDED GALVANIZED STEEL
TO POST POST 1/4" WALL
CHAIN LINK SE = l CONCRETE FOOTING
SEGMENT WELDED N
TO SLEEVE
o.
5" DIAMETER
GALVANIZED PIPE
SLEEVE 1/4" WALL
CHAIN HASP DETAIL
NOTES:
1) TYPE "A" AND TYPE "B" PROTECTION POSTS SHALL BE INSTALLED WHERE INDICATED ON THE APPROVED PLANS OR AS DIRECTED BY THE ENGINEER. SDG&E REQUIREMENTS DICTATE IN
AREAS OF SDG&E EQUIPMENT
2) CHAIN TO BE 1/4" PROOF COIL CHAIN GALVANIZED STEEL. WELD 4—LINK SEGMENT TO POST AND 3—LINK SEGMENT TO SLEEVE
3) TYPE "A" AND TYPE "B" PROTECTION POSTS SHALL BE COATED USING SAFETY YELLOW IN
ACCORDANCE WITH AGENCY'S STANDARDS
Revision By Approved Date RECOMMENDED BY THE SAN DIEGO ORIGINAL Kercheval 12 75 SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL STANDARDS COMMITTEE Add Metric T. Stanton 03103 Gu 7/26/20/2 Replaced W-16 J. Tomasulo 10/04 PROTECTION POST INSTALLATION Ch rpdrson R.C.E. 19246 Date Delete Metric MR B. KNOLL 03/11 DRAWING
NUMBER WM-04
12/13/2022 C7 Page 218 of 235
Appendix D:
SAMPLE PUBLIC NOTIFICATION DOCUMENTS
12/13/2022 C7 Page 219 of 235
00000
CITY OF VISTA
C A L I I- 0 R N I A
NOTICE
NAME STREET
IMPROVEMENTS
WORK WILL START IN MONTH YEAR AND CONTINUE UNTIL MONTH YEAR The City of Vista will be constructing street improvements on Beverly Drive from Calle Sinaloa to Foothill Drive including the repair of a slope at 942 Beverly Drive.
The construction will require the implementation of traffic control to accommodate the work. Some work may also take place at adjacent driveways, which will temporarily affect access.
The project may cause some inconvenience during construction, but once the work is complete Beverly Drive will have much needed street improvements.
We will endeavor to complete this work as quickly as possible and with a minimum of inconvenience to you.Thank you for your understanding and cooperation during the construction of this project.
If you have any questions about the project or any concerns during construction, please contact one of the individuals below:
City Inspector Construction Contractor
Name Name
Engineering Department Company
(760) 643-5384 Phone number
@cityofvista.com
12/13/2022 C7 Page 220 of 235
1�
I
p%' '
City of Vista
Public Works Department
NOTICE
Slurry Seal of Various Streets
NO PARKING OR DRIVING
7:00 A.M. - 5:00 P.M.
SORRY FOR THE INCONVENIENCE
Your street will be closed to ALL TRAFFIC on:
so that we may improve its surface.
Since parking on the street will be prohibited on this date,
PARK YOUR CAR ON AN ADJACENT, NON-POSTED STREET
before the above time so that you will not be deprived of its use.
PARKED CARS WILL BE TOWED
You will NOT BE ALLOWED TO DRIVE on your street until the surface dries. Slurry seal is sticky and will adhere to your tires if you drive on it when it is wet, so please obey all construction area signs.
Please do not permit water to run in the gutter during street work.
This will help the slurry to dry. If your trash is scheduled for pick upon this date, please have it out by 6:00 a.m. On major thorough-fare, driving and business access will be provided.
UNDER NORMAL WEATHER CONDITIONS your street should
generally be back in service by 5:00 p.m. However, the construction delays and unforeseen problems could effect the completion time. Work not done because of wet weather or unforeseen circumstances will be rescheduled and you will be re- notified within the next 2 weeks.
Due to the number of streets scheduled, we cannot tell you the exact time your street will be done. We realize the inconvenience caused by limited access to your street. Please understand that the inconvenience caused at this time is very small compared to what would later be required if this protection were not applied.
THANKS FOR YOUR COOPERATION
City of Vista, Public Works Department
(760) 726-1340 extension 1606
12/13/2022 C7 Page 221 of 235
I �
Ciudad de Vista
Departamento de Obras Publicas
ATENCION
Aplicacion de "Slurry Seal"(una capa
asfaltica) en varias calles de la ciudad
NO MANEJAR O ESTACIONAR
7:00 A.M. - 5:00 P.M.
DISCULPE LAS MOLESTIAS
Su calle estara cerrada para TODO EL TRAFICO el dia:
Para hacer arreglos a la superficie de la calle
Como no podra estacionarse durante la fecha indicada,
ESTACIONE SU VEHICULO EN LAS CALLES VECINAS DONDE
ESTA PERMITIDO antes de la fecha y horario indicado para no privarlo del use de su vehiculo.
LA GRUA SE LLEVARA LOS VEHICULOS
ESTACIONADOS EN ESTA CALLE
NO PODRA MANEJAR en su calle hasta que la capa de asfalto este seco. El "Slurry Seal" es pegajoso y podra causarle dano a las Ilantas de su vehiculo si maneja mientras este mojado. Por favor obedezca todos los letreros y sehales de construcci6n.
No deje correr agua en la orilla de la calle durante las horas de trabajo. Esto ayudara a que se seque el asfalto. Si es el mismo dia esta programado para que recojan la basura, por favor saquela antes de las 6:00 A.M. En calles principales se podra manejar y habra acceso a los negocios.
EN CONDICIONES NORMALES su calle estara en servicio antes de las 5:00 P.M. Pero, si surgen problemas, puede afectar el tiempo de terminaci6n. Si no se puede terminar por problemas del clima (Iluvia), o cualquier otra circunstancia, se hara un nuevo horario y se le notificara dentro de dos semanas
Debido al numero de calles programadas para una capa asfaltica, no podemos dar un tiempo exacto para la terminaci6n de la obra en su calle. Sabemos que necesitan tener acceso a su calle. Por favor tenga en cuenta que el problema de su calle puede empeorar si no se arregla pronto.
GRACIAS POR SU COOPERACION
Ciudad de Vista, Departamento de Obras
Publicas
(760) 726-1340 extension 1606
12/13/2022 C7 Page 222 of 235
Appendix E:
EDCO TRASH PICK UP SCHEDULE. VISTA
UNIFIED SCHOOL DISTRICT SCHEDULE, NCTD
BUS ROUTES
12/13/2022 C7 Page 223 of 235
RMLAND
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MON MONDAY
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PHILL
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Thursday a
HILLS DR \ WEDNESDAY
FF��� 1' BREWLEY LN '
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edcodisposal.com 97'T �D ONADOPL OPT ^ THURSDAY "We'll Take Care of It" A c9a GREEN
A O EN OAK RE) R�\o�
Vista F R I DAY
Single-Family Residential DAWS NOR,;'
Waste&Recycling Services
12/13/2022 C7 Page 224 of 235
V City of vista v English About EDCO � News&Events Contact Us C. (760)727-1600 C} Start or Stop Service $ Pay My Bill E=-13MC3 Ho rne Residential Serviow Commerdal Services Service Schedules, Publir Facilities Resourm Center Holiday Schedule Example
Holidays which fail on Saturday DO NOT delay waste removal services for Holidays which fall on Sunday WILL delay waste removal services for the the remainderof the week- remainder of the week-
NEXT NEXT NEXT NE]CT NEXT
DAY y DAY DAY r 7 DAY DAY
Thursday FridaV
Holidays that Holiday service is 7Y. gular If regular service If regular service occur on Monday moved to the next service day occurs day is Thursday,it day is Friday,it will delay service day if performed before a holiday, will be moved to will be moved to for the remainder on or following a your service day Friday following Saturday following of the week- holiday- remains the same- the holiday- the holiday- Holiday Schedule
New Year's Day Saturday,January 1,2022 Due to the holiday calling on a Saturday this year,there will be NO DELAY Memorial Day Monday,May 30,2022 One-Day Delay All Week Independence Day Monday,July 4,2022 One-Day Delay All Week La bar Day Monday,September 5,2022 One-Day Delay All Week Thanksgiving Day Thursday,November 24,2O22 One-Day Delay for Thursday&Friday OusromersOnly Christmas Day Sunday,December 25,2022 Due to the holiday calling on a Sunday this year,there will be NO DELAY.
New Year's Day Sunday,January 1,2023 Due to the holiday failing on a Sunday this year,there will be NO DELAY 12/13/2022 C7 Page 225 of 235
Key: Bold—Non-Student Day VISTA UNIFIED SCHOOL DISTRICT *- Minimum Day 2022-2023 School Calendar Board Approved:5/5/2021 Board Approved Revision: 5/5/2022
School M T W T F Student Teacher Key Dates/Explanations Month Days Days
July 1
4 5 6 7 8 Jul.4-Independence Day(Legal Holiday) 1 11 12 13 14 15
1 18 19 20 21 22
25 26 27 28 29
August 1 2 3 4 5 Aug. 11 -District Professional Development Day(Non-Student Day) 8 9 10 11 12 Aug. 12-District Professional Development Day(Non-Student Day) *15* *16* 17 18 19 Aug. 15-Teacher Preparation Day(Non-Student Day) 22 23 24 25 26 Aug. 16-Site Professional Development Day(Non-Student Day) 29 30 31 11 15 Aug. 17-First Day of School September 1 2
5 6 7 8 9 Sept.5-Labor Day(Legal Holiday) 1 12 13 14* 15 16 Sept. 14-K-8 Staff Development Day(Minimum Day) 1 19 20 21 22 23
26 27 28 29 30 21 21
October 3 4 5 6 7
10 11 12 13* 14* Oct. 13&14-MVHS Finals (Minimum Days) 1 17 18 19 20 21
1 24 25 26 27 28
31 21 21
November 1 2 3 4 Nov. 11 -Veteran's Day(Legal Holiday) 7 8 9 10 11 Nov. 15-18-K-5 Parent Teacher Conf. (Minimum Days) 1 14 15* 16* 17* 18* Nov. 16&17-6-8 Parent Teacher Conf. (Minimum Day) 21 22 23 24 25 Nov.21-25-K-12 Non-Student Days 28 29 30 16 16 Nov.24-Thanksgiving Holiday(Legal Holiday) December 1 2 Dec. 19-21 -RBVHS&VHS Finals (Minimum Days) 5 6 7 8 9 Dec.20&21 -MVHS Finals (Minimum Days) 1 12 13 14 15 16 Dec.22-31 -Winter Recess(School Resumes Jan.11) 19* 20* 21* 22 23 Dec.26-Christmas Day Observed (Legal Holiday) 26 27 28 29 30 15 15
January 2 3 4 5 6 Jan. 1-9-Winter Recess(School Resumes Jan. 11) Jan.2-New Year's Day Observed (Legal Holiday)
1 9 10 11 12 13 Jan. 9-HS Professional Development Day(Non-Student Day) 16 17 18 19 20 Jan. 9-K-8 Non-Student Day/Non-Staff Day 23 24 25 26 27 Jan. 10-District Professional Development Day(Non-Student Day) 30 31 14 16 Jan. 16-M.L. King Birthday(Legal Holiday) February 1 2 3
6 7 8 9 10 Feb. 17-Observed Lincoln's Birthday(Legal Holiday) 13 14 15 16 17 Feb.20-President's Day(Legal Holiday) 20 21 22 23 24 Feb.21 -Non-Student Day/Non-Staff Day 27 28 17 17
March 1* 2 3 Mar. 1 -K-8 Staff Development Day(Minimum Day) 1 6 7 8 9 10 Mar. 15&16-6-8 Parent/Teacher Conf. (Minimum Day) 1 13 14 15* 16* 17 Mar.23&24-MVHS Finals (Minimum Day) 20 21 22 23* 24* Mar.27-31 -Spring Break 27 28 29 30 31 18 18
April 1 3 4 5 6 7
1 10 11 12 13 14
1 17 18 19 20 21
24 25 26 27 28 20 20
May 1 2 3 4 5
8 9 10 11 12 May 29-Memorial Day(Legal Holiday) 1 15 16 17 18 19
1 22 23 24 25 26
29 30 31 22 22
June 1 2 Jun. 5-7-RBV/VHS Finals(Minimum Days) 5* 6* 7* 8 9 Jun.6&7-MVHS Finals(Minimum Days) 12 13 14 15 16 Jun.7-Last Day of School(Minimum Day-All) 19 20 21 22 23 Jun. 19-Juneteenth Observed (Legal Holiday) 26 27 28 29 30 5 1 5
180 STUDENT DAYS
12/13/2022 C7 Page 226 of 235
Key: Bold—Non-Student Day VISTA UNIFIED SCHOOL DISTRICT Board Approved: 5/6/2021 *- Minimum Day 2023-2024 School Calendar Board Approved Revision: 5/5/2022 School Student Teacher
Month M T W T F Days Days Key Dates/Explanations
July 3 4 5 6 7
10 11 12 13 14 1 July 4-Independence Day(Legal Holiday) 17 18 19 20 21
24 25 26 27 28
31 August 1 2 3 4 Aug. 10-District Professional Development Day(Non-Student Day) 7 8 9 10 11 1 Aug. 11 -District Professional Development Day(Non-Student Day) 14 15 16 17 18 1 Aug. 14-Teacher Preparation Day(Non-Student Day) 21 22 23 24 25 Aug. 15-Site Professional Development Day(Non-Student Day) 28 29 30 31 12 16 Aug. 16-First Day of School September 1
4 5 6 7 8 Sept.4-Labor Day(Legal Holiday) 11 12 13* 14 15 Sept. 13-K-8 Staff Development Day(Minimum Day) 18 19 20 21 22
25 26 27 28 29 20 20
October 2 3 4 5 6
9 10 11 12 13 Oct. 19&20-MVHS Finals(Minimum Days) 16 17 18 19* 20*
23 24 25 26 27
30 31 22 22
November 1 2 3 Nov. 10-Veteran's Day(Observed Legal Holiday) 6 7 8 9 10 Nov. 14-17-K-5 Parent Teacher Conf. (Minimum Days) 13 14* 15* 16* 17* Nov. 15&16-6-8 Parent Teacher Conf. (Minimum Day) 20 21 22 23 24 Nov.20-24-K-12 Non-Student Days 27 28 29 30 16 16 Nov.23-Thanksgiving Holiday(Legal Holiday) December 1 Dec. 18-20-RBVHS&VHS Finals(Minimum Days) 4 5 6 7 8 Dec. 19&20-MVHS Finals (Minimum Days) 11 12 13 14 15 Dec.21-31 -Winter Recess(School Resumes Jan.10) 18* 19* 20* 21 22 Dec.25-Christmas Day Observed (Legal Holiday) 25 26 27 28 29 14 14
January 1 2 3 4 5 Jan. 1 -New Year's Day Observed (Legal Holiday) 8 9 10 11 12 1 Jan. 1 -Winter Recess(School Resumes Jan.10) 15 16 17 18 19 Jan.8-HS Professional Development Day(Non-Student Day) 22 23 24 25 26 Jan.8-K-8 Non-Student Day/Non-Staff Day 29 30 31 Jan.9-District Professional Development Day(Non-Student Day) 15 17 Jan. 15-M.L. King Birthday(Legal Holiday) February 1 2
5 6 7 8 9 Feb. 16-Observed Lincoln's Birthday(Legal Holiday) 12 13 14 15 16 Feb. 19-President's Day(Legal Holiday) 19 20 21 22 23 Feb.20-Non-Student Day/Non-Staff Day 26 27 28* 29 18 18 Feb.28-K-8 Staff Development Day(Minimum Day) March 1
4 5 6 7 8 Mar. 13&14-6-8 Parent/Teacher Conf. (Minimum Day) 11 12 13* 14* 15* Mar. 14&15-MVHS Finals (Minimum Day) 18 19 20 21 22
25 26 27 28 29 21 21
April 1 2 3 4 5
8 9 10 11 12 Apr. 1-5-Spring Break 15 16 17 18 19
22 23 24 25 26
29 30 17 17
May 1 2 3
6 7 8 9 10 May 27-Memorial Day(Legal Holiday) 13 14 15 16 17
20 21 22 23 24
27 28 29 30 31 22 22
June 3* 4* 5* 6 7 Jun.3-5 RBV/VHS Finals(Minimum Days) 10 11 12 13 14 1 Jun.4&5-MVHS Finals (Minimum Days) 17 18 19 20 21 June 5-Last Day of School(Minimum Day-All) 24 25 26 27 28 3 3 Jun. 19-Juneteenth Observed(Legal Holiday) 180 STUDENT DAYS
12/13/2022 C7 Page 227 of 235
Kerr: Bold— Non-Student Day VISTA UNIFIED SCHOOL DISTRICT *- Minimum Day 2024-2025.School Calendar Board Apprvved 121 14/2D21 School M T W I T F Student Teacher Key DakeslExplanations Month Days Days
July 1 2 3 4 5
S 9 10 11 12 July 4: Independence Day(Legal Holiday) 15 16 17 Is 19
22 23 24 25 26
29 30 31
August 1 2
5 6 7 8 9 Aug- 13:Teacher Preparalion day(Novi-Student Day) 12 13 14 15 16 Aug- 14:Site Professional Development Day (Non-Student Day) 19 20 21 22 23 Aug. 15: First Day of school 26 27 28 29 30 12 14
September 2 3 4 5 6
9 10 W 12 13 Sepl.2: Labor Day (Legal Holiday) 16 17 18 19 20 Sepl. 11: K-8 SlafFDevelopment Day(Mnlmum Day) 23 24 25 26 27
30 20 20
October 1 2 3 4
7 8 9 10 11 Oct. 17&1S: MVHS Finals (Minimum Days) 14 15 16 17* 18*
21 22 23 24 25
28 29 30 31 23 23
November 1 Nov. 12-15: K-5 Pareni Teacher Conf. (Wnlmum Days) 4 5 6 7 8 Nov. 13&14:6-8ParentTeacher Cont (Minimum Day) 11 12* 13* 14* 15* Nov. 11:Veteran's Day(Observed Legal Holiday) 18 19 20 21 22 Nov.25-29: K-12 Non-Sludent Days 25 26 27 28 29 15 15 Nov.28:Thanksgiving Holiday (LegalHolyday) December 2 3 4 5 6 Dec- 15-20: RBVHS &VHS Finals (Minimum Days) 9 10 11 12 13 Dec- 19&20: MVHS Finals (&Pnlmum Days) 16 17 1s 19 20 Dec-23-31:Winter Recess (School Resumes Jan.B) 23 24 25 26 27 Dec-25:Chrisimas Day Observed (Legal Holiday) 30 31 — — — 15 15
January 1 2 3 Jan. 1:New Years Day Observed (Legal Holiday) 6 7 8 9 10 Jan. 1 -6:Winter Recess{School Resumes Jan-&) 13 14 15 16 17 Jan.7: HS Professional Development Day (Non-StadentDay) 20 21 22 23 24 Jan.7: K-&Nan-Sludent Dayihon Staff Day 27 28 29 30 31 17 1s Jan.20:M.L. Icing Birthday(Legal Holiday) February 3 4 5 6 7
10 11 12 13 14 Feb. 14: Dbserved Lincoln:s Birlhday (Legal Holiday) 17 18 19 20 21 Feb. 17: President's Day(Legal Holiday) 24 25 26* 27 28 18 1$ Feb.26: K-8 Slaff Development Day(Minimum Day) March 3 4 5 6 7
10 11 12* 13* 14* March 12&13:6-8 P arent5each er Conf. (Minimum Day) 17 18 19 20 21 March 13&14: MVHS Finals(Wnlmum Day) 24 25 26 27 28 March 31:Spring Break 31 20 20
April 1 2 3 4
7 8 9 10 11 April 1-4: Spring Break 14 15 16 17 1B
21 22 23 24 25
28 29 30 f8 1s
May 1 2
5 6 7 8 9 May 26:Memorial Day (Legal Holiday)
12 13 14 15
19 20 21 22 --
26 27 28 29 21 21
June 2 3 4 5 o June 3&4: MVHS Finals (Minimum Days) 9 10 11 12 13 June2-4: RBViVHS Finals (Minimum Days) 16 17 18 19 20 June 4: Last Day of School IMinirnurn Day-AI I] 23 24 25 26 27
30 3 3
132 STUDENT DAYS
12/13/2022 C7 Page 228 of 235
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Appendix F:
CITY OF VISTA ENCROACHMENT PERMIT
APPLICATION FORM
12/13/2022 C7 Page 231 of 235
ENCROACHMENT PERMIT APPLICATION FORM
NOT R FOR UTILITIES ENGINEERING DEPARTMENT
CITY OF VISTA
COVE 200 CIVIC CENTER DR.
C A L I F 0 R H I A IN RIGHT-OF-WAY VISTA, CA 92084 (760) 639-6111
Please print required information
JOB AND OR DRAWING NUMBER: ISSUED BY: DATE:
JOB SITE ADDRESS OR DESCRIPTION: PERMIT#: PERMIT EXPIRATION DATE:
AssEssoR's PARCEL NUMBER(APN): 48 HOUR NOTICE REQUIRED FORINSPECTION AND PRIOR TO START OF WORK CALL (760) 639-6113
CONTRACTOR:
YOU MUST CALL UNDERGROUND SERVICE ALERT AT
CONTRACTOR'S MAILING ADDRESS: (1-800-422-4133) (2)WORKING DAYS PRIOR TO WORK
UNDERGROUND SERVICE ALERT NO.
CITY ZIP THIS PERMIT IS INVALID WITHOUT THIS NUMBER EMAIL ADDRESS:
A CASH SECURITY is required for trench excavation or any work not PHONE#: FAX#: covered by construction bonds. CASH SECURITY shall be a minimum of$500 or equal to the cost of the proposed improvements within the STATE LICENSE NUMBER BUSINESS LICENSE NUMBER City's right-of-way. CASH SECURITY may be returned as follows. For deposit amounts greater than$500,ninety percent(90%)of the CASH SECURITY may be returned upon completion and approval of the DESCRIPTION OF WORK: improvements by the City Engineer or his designee. The remaining ten percent(10%)or a minimum of$500 will be retained for a period of(1) year after the date that the work is completed. CASH SECURITY will be forfeited and used to correct defects,unacceptable work,trench failures or subsidence if corrective work is not completed within(5)working days after notification.
JOB SITE CONTACT: I agree to save,keep and hold harmless the CITY OF VISTA,its officers and agents,from all damages,costs,or expenses in law or CELL PHONE# equity that may at any time arise or be set up because of damages START to property,or of personal injury received by reason of or in the course of performing work,which may be caused by any willful or DATE omission by the contractor,or any of the contractor's employees, ESTIMATED or any sub-contractor.The CITY OF VISTA will not be liable for any COMPLETION DATE accident,loss or damage to the work prior to its completion and THE FOLLOWING MUST BE INCLUDED OR EMAILED acceptance.
WITH PERMIT APPLICATION:
I am aware of the provisions of Section 3700 of the Labor Code TRAFFIC CONTROL PLANS(1 COPY) which requires every employer to be insured against liability,for SITE PLAN/VICINITY MAP(1 COPY) workman's compensation or to undertake self-insurance in CONSTRUCTION PLANS(1 COPY) accordance with the provisions of said Labor Code and I will LIABILITY INSURANCE(1 COPY) comply with such provisions before commencing the performance of the work of this contract.
WORKMAN'S COMP INSURANCE(1 COPY)
CITY OF VISTA BUSINESS LICENSE(1 COPY) I hereby acknowledge that I have read this application and certify CALOSHA PERMIT(1 COPY) that the information given is correct.I agree to comply with all applicable city ordinances,state laws and with the requirements of PLEASE SEND EMAIL SUBMISSIONS TO BOTH OF THE this permit.
FOLLOWING CONTACTS:
mhodge(@cityofvista.com SIGNATURE
rbrenzeI6c�cityofvista.com PRINT NAME
DATE
NOTICE: THIS IS NOT AN ENCROACHMENT PERMIT-CONTRACTOR MUST SIGN ACTUAL PERMIT IN PERSON 12/13/2022 C7 Page 232iQfD2.3fi-29-18
CITY OF VISTA CITY OF VISTA
C A L , F 0 , , Requirements for Encroachment Permits
1. Must have State Contractor's License.
2. Required License Types: For trenching, only A, C-34, C-36 & C42 allowed Additional License Types may be allowed for Surface Improvements
3. State of California Occupational Safety and Health Permit(CALOSHA).
4. Must submit applicable Underground Service Alert Number, if applicable.
5. Must have valid City of Vista Business License.
6. Must have Workers Compensation Insurance with the City of Vista as Certificate Holder.
7. Must have Liability Insurance with the City of Vista listed as the Certificate Holder and as Additional Insured.
If working in a street or easement,liability amount must be at least$1,000,000.00 For surface improvements- sidewalks or driveways amount must be $500,000.00
8. Must have $1,000,000.00 of pollution liability insurance if doing any work on or within public sewer manholes or public sewer mains.
PLEASE NOTE
Additional Insured Endorsements must be included
as attachments to the Certificate of Liability Insurance ***** Endorsements must cover Onyin2 and Completed Operations *****
8. Permit Fee & Required Cash Trust Deposit: Minimum cost of permit is $1,437.00 plus a minimum cash trust deposit of$500.00 or an amount equal to the cost of the improvements being done within the City's right-of-way. Minimum permit fee covers 3 hours of inspection time and 30 minutes for preconstruction meetings. Additional fees will be due if more than 3 hours of inspection time is required.
Trust Deposit may be returned as follows.
Ninety percent (90%) of Cash Deposit may be returned upon completion and approval of the improvements by the City Engineer or his designee.
The remaining ten percent (10%) or a minimum of$500.00 will be held for a period of one year after the completion and final approval of the work and may be returned if the funds are not required to correct improvement defects, unacceptable surface work and trench failure or subsidence which is not corrected within (5) working days after notification.
APPROVABLE TRAFFIC CONTROL PLANS MUST TO BE SUBMITTED WITH PERMIT APPLICATION. ISSUANCE OF PERMIT MAY BE DELAYED IF NOT SUBMITTED.
TRAFFIC CONTROL PLANS MUST MEET ALL REQUIREMENTS MANDATED WITHIN THE CALIFORNIA MANUAL ON TRAFFIC CONTROL DEVICES.
Version Date 06-29-18
200 Civic Center Drive • Vista,CA 92084 • Ph 760-639-6111 • Fax 760-639-6112 12/13/2022 C7 Page 233 of 235
•
CITY OF VISTA - Notice
The following General Conditions shall be considered a part of the City of Vista Encroachment Permit
General
1. Telephone Engineering Inspection at 760-639-6113, 48 hours prior to any work in the City right-of-way.
2. The Encroachment Permit shall be kept on the worksite during all ongoing work with a traffic control plan clearly showing all affected streets and sidewalks and how vehicular and pedestrian traffic is being handled in accordance with standards approved by the City.
3. The traffic control plan must be prepared by either a California licensed Traffic Control Services Consultant (C31 Contractor's License— Construction Zone Traffic Control Contractor), or be a California registered Traffic or Civil Engineer.
4. The traffic control plan must be in accordance with the latest edition of the California MUTCD or the San Diego Regional Standard Drawings.
5. Traffic control shall be set and maintained per the City approved traffic control plan. Barricades shall be Type II Flashing, with reflectorized delineators and signs, if required for night operations.
Minimum lane width is 11 feet.
6. Flagmen shall have a safety vest with a Stop paddle.
7. No street shall be closed without the approval of the Traffic Engineer pursuant to a City approved traffic control plan.
8. Pedestrian walkway shall be left open or detoured using a minimum four-foot wide safe passage way pursuant to a City approved traffic control plan.
9. Normal working hours are 7:00 a.m. — 5:00 p.m., Monday through Friday unless indicated otherwise on the City approved traffic control plan.
10. Work in the public right-of-way shall be Monday through Friday only. No work is allowed on Saturday, Sunday or City Holidays without prior City approval.
11. Upon permit expiration, all work ceases until a new permit application is submitted and approved.
Existing permit time extensions requests must be submitted prior to expiration date of permit.
12. No construction vehicles shall be parked upon public sidewalks. VCC 10.24.040.
13. Prior to obstructing the ingress/egress of any residential, commercial or industrial site, permittee is required to give property owner and the City 24 hour notice, whenever the permitee's operations hinders vehicular or pedestrian traffic, whether public or private. The permitee shall construct and maintain such structures as required to provide safe ingress/egress through a construction site. All public and private access restrictions must be clearly shown on the traffic control plan submitted by the contractor for City review and approval.
14. It is the permitee's responsibility to protect against any dirt or debris from being deposited within the City storm drain system.
15. The permittee is required to immediately comply with all directives issued by the City Inspector to eliminate dust, mud or other site nuisance. 200 Civic Center Drive *Vista,CA 92084*760-639-6111 *Fax 760-639-6112 Ver 01-03-19
12/13/2022 C7 Page 234 of 235
•
CITY OF VISTA - Notice
The following Materials and Standards shall be considered a part of the City of Vista Encroachment Permit
Materials and Standards
1. The permittee is responsible to perform all work and conduct operations per City approved editions of the SSPWC, SDRSD, CITY STDS, CODES, this PERMIT, and all other applicable requirements.
2. No trenches shall be left open overnight. Trenches shall either be plated with temporary AC seal, or backfilled, and have a minimum of 1'/2" of compacted temporary AC Cold Mix placed.
3. Sidewalk, driveways, wheelchair ramps shall be sawcut to an even line and be removed joint to joint.
4. Curb and gutter and cross gutter shall be removed as directed by the City Inspector.
Concrete removal will require a 1' asphalt sawcut and repave.
5. Permanent asphalt placement shall be per City of Vista Std. Dwg. SRF-08A & 08B. Cold Planing for Final Cap required for all trenches.
6. All damaged roadway striping shall be replaced in kind.
7. All concrete placed shall be transit mix, unless waived by the City Inspector.
8. Two sack slurry backfill is required when tunneling under curb and gutter.
9. All subgrade (12" depth) and basegrade material shall be compacted to 95 percent density.
Sidewalk sub/base material shall be compacted to 90 percent density. Certification, including compaction testing, shall be provided by the Permitee unless waived by the City Inspector.
10. No excavated material shall be hauled to a site within the City of Vista, without City Inspector knowledge of the end haul location, and the appropriate permits.
11. Any continuous hauling operation will require a City approved Haul Route Permit, prior to commencing the haul. Hauling of dirt/rock etc. without this permit may subject this haul to an immediate Stop Work Notice.
12. Approved City materials for construction include:
a. Asphalt: Surface course- '/2" Med. C2-AR-4000-RAP, Min. .10 thick Base course-1/4" Med. B-AR-4000-RAP
Berm — D2-AR-8000
[Performance Grade (PG) asphalt binder PG 64-10 may be substituted for AR-4000 asphalt binder]
b. Concrete for structures—6/sack 3250 PSA min.
C. Concrete for curb and gutters, sidewalks, driveways — 520-C-2500 min. d. Base material for wheelchair ramps — 6" Class I I/Caltrans 26-1.02B e. Street base material — Class II
f. Sidewalk base material —6" Class II
g. Curing compound on all concrete—Type I SSPWC 303-5.6 All standards are considered minimum and may be revised by the City depending upon field considerations, standards and materials approved on a signed City plan, supercede above materials and standards. It is the permittee's responsibility to understand and implement all Standards, Codes and other applicable requirements. 200 Civic Center Drive *Vista,CA 92084*760-639-6111 *Fax 760-639-6112 Ver 01-03-19
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