P R O F E S S O N A L E N G N E E R S T A T E O F T E X A S 91831 JOHN HERNANDEZ I I L I C E N S E D 8/11/2017 UP UP Lake Elmendorf A L A Z A N CREEK S AN C R E E K A P A C H E S a nF e r n a ndoC e me t e r y University o f t h eL a k e Our Lady Martinez Cem Fernando San Park Vidaurri Park Rosedale C o l l i n sG a r d e n s Park Park Juan San Park Cassiano Elmendorf Park Park Navarro Park A p ac h eC r ee k Pk Timothy St Elmendorf Park Pk Tobin Pk Smith Pk Ojeda Park L a sP a l ma s A mi s t a dP k Greenbelt A p ac h eC r ee k Pk S AN AN T ON I O 1 . 3 0. 4 0. 3 1 . 1 P op935 , 933 Park Area Kelly NW 26 TH BRAZOS SAN J ACI NTO V I S T A B U E NA C HA RB E N L I LL I T A T O LTE C L A S I NCA WA L L A C E R AN D A LL S A N L U I S R E I LL Y C A S T R OV I LLE O L D GUADA L U P E MON TEZ U MA C O L I MA PI COSO PI COSO T A MP I C O H I DA L GO P O T O S I S AN C A R L O S S AN T I AGO S AN P A T R I C I O C H I HUAHUA C E R A L VO C E R A L VO WE I R SW 26 TH CUPPL ES S A LT I LL O SW 21 ST K I R K K I R K K I R K DA RB Y DA RB Y DA RB Y CAROL YN BOGLE KECK GROTHEUS HA RR I MAN NEI MEYER A B B S T S T S T O S AG E BR ADY H I L R O S E L AN S I NG C A R ME N WAZEE BR ON TE B EE C HAV E N KECK ZARZAMORA P A TT O N C U MB R E POSADA PASO DOBLE AMERADA CAMI L O DEL F I NO S Y L V I A R I MO L I NO C H I P I NQ U E QU E R ET A R O CANTORI A ARI SPE CORDOVA ESCUEL A RI CARDO R O CC O BL OCKER DARL I NGTON YANTI S AI KEN MA TT ON J AN E ELLE N D E P L A 21 ST ME N E F EE BARCL AY SW 23RD BARCL AY DARSON MARI E ANDY 19 TH SW F L O R D ELS O L DEL SUR PASO SW 21 ST A R I Z ONA P E R S YN C H E Y E NN E PI EGAN A PP E R S ON S TET S ON SANDY C O L I MA G E N T R Y LE R OUX MA T T H E W SW 25 TH S AN L U I S S AN F E R NANDO HO LL Y EL P A S O E L V I R A 24TH MON T E RR E Y C O R D EL I A D EL GADO R U I Z R U I Z LE A L LE A L B O WDO I N C O L B Y DA R T MOU T H MO R A LE S NW 25 TH NW 24TH NW 23RD C O MME RC E KNOKE HOLZ MATTYEAR L ANDA F AU S T WI L MO T A LT A S I T A W HOU S T ON W T R AV I S W HUN T I NG T ON S A L I N A S W S A L I NA S GOU L D MA R T I N C E C I L I A MO R A LE S P A C E LE A L P E R EZ MO R A LE S R U I Z SHORE DR B U E NA V I S T A MO N TE RR E Y S A N D E R S DU R ANGO CL OCK K I R K NOGAL I TOS HA RR I MAN F RANCES SAN J ACI NTO R O S L YN N P A R K S P A R K D R A K E C U MB E R L AND O R I E N T A L S BRAZOS MARLEY F L O Y D F I NT O N WI NGA TE P E ND LET ON GOOD WI N NAN C Y T Y L E R R AY S OU T H O L ME F R AN DO RR I S CI BOL O MAD E R O O BR E GON HU E R T A C A LL E ME RC E D E S NO R I A CAL AVERAS NAVI DAD SABI NAS S HI NE R TRI NI TY MI NGTOY HA ZEL ME R I DA NAVI DAD CI BOL O J E AN A LT A V I S T A AN G EL A S A LT I LL O APACHE S L A R E DO ME D I O ARLENE MI DW AY L I PAN EDWARDS GLASS A L VA R EZ CASS GIVENS PRUITT L U BB O C K S ONOR A Z AVAL L A B URB ANK SMI TH CASANOVA RI CHTER P O T O S I H I D A L GO P E NA L O S A T A MP I C O S A N C A R L O S C H I HU A H U A S AN T I AGO V E R A C R U Z S A N P A T R I C I O C O L I MA MON T EZ U MA G UADA L U P E EL V I R A E LP A S O RI CHTER SMI TH BRAZOS C O MME RC E B U E NA MORAS L AS PI NTO PI NTO TRI NI TY TRI NI TY NUECES SABI NAS CI BOL O CI BOL O CHSPADERAS CAL AVERAS ROSI L L O MURRY HAMI LTON SAN MARCOS 30TH SW ZARZAMORA W W W MA R T I N W MA R T I N W S A L I NA S N GENERAL Mc MULLEN S AN F E R NANDO L UL AC WAL K GERAGHTY 27 TH SW W DU R ANGO MA T H E WS P A S O EL V E R A CR U Z S EL MENDORF MO R EL I A F R E Y ME R I DA BRADY W BAYLOR 19 TH SW R A P HO E HA ZEL S HAMI LTON JANG EL A EL A S MI NTER 18 TH S W SL A R E DO L O MA V I S T A N SPRI NG N MURRY N MURRY NW 22ND NW 21 ST NW 20TH NW 19 TH N MI NTERS P E R EZ MO R A LE S S MURRY N SPRI NG N EL MENDORF A MO R C A MADA D EL GADO L YON S R OUND S A BR O R C AN A DA W P O P L A R MO N TE R E Y DU R ANGO W ELP A S O 29 TH SW P A L M A S 90 10 35 353 90 CITY OF SAN ANTONIO N A S T E C I T Y R T A T I S E B I L B U L A A N U C X A O S O N I O T N A F & ASSOCIATES, LLC CAMACHO-HERNANDEZ OFFICE: (210) 341-6200 FAX: (210) 341-6300 415 EMBASSY OAKS - SUITE 205 SAN ANTONIO, TX. 78216 FIRM NUMBER: F-8478 LOCATION MAP NOT TO SCALE 100% SUBMITTAL PLANS PREPARED BY: DEPARTMENT TRANSPORTATION & CAPITAL IMPROVEMENTS (TCI) Through innovation and dedication, we build and maintain San Antonio's infrastructure. PROJECT INFORMATION: STA 10+91.19 BEGIN PROJECT STA 15+80.61 END PROJECT TABLE OF CONTENTS SHEET NO. TITLE OF SHEET SAN PATRICIO ST (S HAMILTON AVE TO NUEVA LEON ST ) DESIGN SPEED LIMIT: 30 MPH EXIST SPEED LIMIT: 30 MPH CLASSIFICATION: LOCAL TYPE A 26 23 12 10 4 25 14 11 9 3 TREE PROTECTION DETAILS WHEELCHAIR RAMP STANDARDS MISCELLANEOUS CONSTRUCTION STANDARDS (I & II) CONCRETE DRIVEWAY STANDARDS ROADWAY/DRIVEWAY CROSS SECTIONS ROADWAY DETAILS INTERSECTION LAYOUTS ROADWAY PLAN AND PROFILE DRIVEWAY TABLE ESTIMATED QUANTITIES TRAFFIC CONTROL PLAN GENERAL NOTES GENERAL NOTES TYPICAL SECTIONS PROJECT LAYOUT TITLE SHEET 28 27 - 24 - 13 - - 8 7 6 5 - 2 1
This document is posted to help you gain knowledge. Please leave a comment to let me know what you think about it! Share it to your friends and learn new things together.
Transcript
PR
OF
ESS
ONAL ENG
NE
ER
S
TATE OF TEX
A
S
91831
JOHN HERNANDEZ
I
I
LICENSE
D
8/11/2017
UP
UP
Lake
Elmendorf
ALAZAN
CR
EE
K
SAN
CR
EE
K
AP
A
CHE
San Fernando Cemetery
University
of the Lake
Our Lady
Martinez
Cem
Fernando
San
Park
Vidaurri
Park
Rosedale
Collins Gardens
Park
Park
Juan San
ParkCassiano
Elmendorf
Park
ParkNavarro
ParkApache Creek
PkTimothy
St
Elmendorf
Park
PkTobin
PkSmith
PkOjeda
Park
Las Palmas
Amistad PkGreenbeltApache Creek
Pk
SAN ANTONIO
1.3
0.4
0.3
1.1
Pop 935,933
ParkAreaKelly
NW
26T
H
BR
AZ
OS
SA
NJA
CIN
TO
VISTABUENA
CHARBEN
LILLITA
TOLTEC
LAS
INC
A
WALLACE
RANDALL
SANLUIS
REILLY
CASTROVILL
EOLD
GUADALUPEMONTEZUMACOLIMA
PIC
OS
O
PIC
OS
O
TAMPICO
HIDALGO
POTOSI
SAN CARLOS
SANTIAGO
SAN PATRICIO
CHIHUAHUA
CERALVO
CERALVO
WEIR
SW
26T
H
CU
PP
LES
SALTILLO
SW
21S
T
KIRK
KIRK
KIRK
DARBYDARBY
DARBY
CA
RO
LY
N
BO
GLE
KE
CK
GR
OT
HE
US HARRIMAN
NEIM
EYE
R
A
B
B
ST
ST
ST
OSAGE
BRADY
HILROSE LANSING
CARMEN
WAZEE
BRONTE
BEECHAVEN
KE
CK
ZA
RZ
AM
OR
A
PATTON
CUMBRE
PO
SA
DA
PAS
OD
OB
LE
AM
ER
AD
AC
AMIL
OD
ELFIN
O
SYLVIA
RIMOLINO
CHIPINQUE
QUERETARO
CA
NT
ORIA
ARIS
PE
CO
RD
OV
A ES
CU
ELA
RIC
AR
DO
ROCCO
BLO
CK
ER
DA
RLIN
GT
ON
YA
NTIS
AIK
EN
MATTON
JANEELLEN
DEPLA
21S
T
MENEFEE
BA
RC
LA
Y
SW
23
RD
BA
RC
LA
Y
DA
RS
ON
MA
RIE
AN
DY
19T
HS
W
FLORDEL SOL
DEL
SU
R
PAS
O
SW
21S
T
ARIZONA
PERSYN
CHEYENNE
PIE
GA
N
APPERSON
STETSON
SA
ND
Y
COLIMA
GENTRY
LEROUX
MATTHEW
SW
25T
H
SAN LUIS
SANFERNANDO
HOLLYELPASO
ELVIRA
24
TH
MONTERREY
CORDELIA
DELGADO
RUIZ
RUIZ
LEAL
LEAL
BOWDOIN
COLBY
DARTMOUTH
MORALES
NW
25T
H
NW
24
TH
NW
23
RD
COMMERCE
KN
OK
E
HO
LZ
MA
TT
YE
ARLANDA
FAUST
WILMOT
ALTA SITAW HOUSTON
W TRAVIS
W
HUNTINGTON
SALINAS
W SALINAS
GOULD
MARTINCECILIA MORALES
PACE
LEAL
PEREZ
MORALES
RUIZ
SH
ORE
DR
BUENA VISTA
MONTERREY
SANDERS
DURANGO
CLO
CK
KIRK
NO
GALIT
OS
HARRIMAN
FR
AN
CES
SA
NJA
CIN
TO
ROSLYN
N PARK
S PARK
DRAKE
CUMBERLAND
ORIENTAL
SB
RA
ZO
S
MA
RLE
Y
FLOYD
FINTON
WINGATE
PENDLETONGOODWIN
NANCY
TYLER
RAY
SOUTHOLME
FRAN
DORRISCI
BOLO
MADERO
OBREGON
HUERTA
CALLE
MERCEDES
NORIA
CA
LA
VE
RAS
NA
VID
AD
SA
BIN
AS
SHIN
ER
TRINIT
Y
MIN
GT
OY
HAZEL
MERIDA
NA
VID
AD
CIB
OLO JEAN
ALTAVISTAANGELA
SALTILLO
AP
AC
HE
S LAREDO
MEDIO
AR
LE
NE
MID
WA
YLIP
AN
ED
WA
RD
S
GLASS
ALVAREZ
CASS
GIVENS
PRUITT
LUBBOCK
SONORA
ZAVALLA
BURBANK
SMIT
H
CAS
AN
OV
A
RIC
HT
ER
POTOSI
HIDALGO
PENALOSA
TAMPICO
SAN CARLOS
CHIHUAHUA
SANTIAGOVERACRUZ
SAN PATRICIOCOLIMA
MONTEZUMA GUADALUPE
ELVIRA
EL PASO
RIC
HT
ER
SMIT
H
BR
AZ
OS
COMMERCE
BUENA
MO
RAS
LAS
PIN
TO
PIN
TO
TRINIT
Y
TRINIT
Y
NU
EC
ES
SA
BIN
AS
CIB
OLO
CIB
OLO
CH
SP
AD
ER
AS
CA
LA
VE
RAS
RO
SIL
LO
MU
RR
Y
HA
MIL
TO
N
SA
NM
AR
CO
S
30T
HS
W
ZA
RZ
AM
OR
A
W
W
W MARTIN
W MARTIN
W SALINAS
N
GE
NE
RA
L
Mc
MU
LLE
N
SAN FERNANDO
LU
LA
CW
ALK
GE
RA
GH
TY
27T
H
S
W
W DURANGO
MATHEWSPASO
EL
VERA CRUZ
S EL
ME
ND
OR
F
MORELIA
FREY
MERIDA
BRADY
W BAYLOR
19T
H
SW
RAPHOE
HAZEL
S
HA
MIL
TO
N
J ANGELA
ELA
S
MIN
TE
R
18T
H
S
W
S LAREDO
LOMA VISTA
N
SP
RIN
G
N
MU
RR
YN
MU
RR
YNW
22
ND
NW
21S
T
NW
20T
H NW
19T
H
N
MIN
TE
RS
PEREZ
MORALES
S
MU
RR
Y
N
SP
RIN
G
N
EL
ME
ND
OR
F
AMOR
CAMADA
DELGADO
LYONS
ROUNDSABROR
CANADA
W POPLAR
MONTEREY
DURANGO
W
EL PASO
29T
H
SW
PALMAS
90
10
35
353
90
CITY OF SAN ANTONIO
N
AS T
E
C
ITY
RTATISE
BIL
BULA
ANUC
X
AO
S
O
NIO
TNA
F
& ASSOCIATES, LLC
CAMACHO-HERNANDEZ
OFFICE: (210) 341-6200 FAX: (210) 341-6300
415 EMBASSY OAKS - SUITE 205 SAN ANTONIO, TX. 78216
FIRM NUMBER: F-8478LOCATION MAP
NOT TO SCALE
100% SUBMITTAL
PLANS PREPARED BY:
DEPARTMENTTRANSPORTATION & CAPITAL IMPROVEMENTS (TCI)
Through innovation and dedication, we build and maintain San Antonio's infrastructure.
PROJECT INFORMATION:
STA 10+91.19
BEGIN PROJECT
STA 15+80.61
END PROJECT
TABLE OF CONTENTS
SHEET NO. TITLE OF SHEET
SAN PATRICIO ST(S HAMILTON AVE TO NUEVA LEON ST )
DESIGN SPEED LIMIT: 30 MPH
EXIST SPEED LIMIT: 30 MPH
CLASSIFICATION: LOCAL TYPE A
26
23
12
10
4
25
14
11
9
3
TREE PROTECTION DETAILS
WHEELCHAIR RAMP STANDARDS
MISCELLANEOUS CONSTRUCTION STANDARDS (I & II)
CONCRETE DRIVEWAY STANDARDS
ROADWAY/DRIVEWAY CROSS SECTIONS
ROADWAY DETAILS
INTERSECTION LAYOUTS
ROADWAY PLAN AND PROFILE
DRIVEWAY TABLE
ESTIMATED QUANTITIES
TRAFFIC CONTROL PLAN GENERAL NOTES
GENERAL NOTES
TYPICAL SECTIONS
PROJECT LAYOUT
TITLE SHEET
28
27
-
24
-
13
-
-
8
7
6
5
-
2
1
K:\
CO
SA
San
Patricio\
GE
NE
RA
L\
PA
TRI
CI
O_
Project layout01.dgn
8/11/2017
SHEET OF
OFFICE: (210) 341-6200 FAX: (210) 341-6300
415 EMBASSY OAKS - SUITE 205 SAN ANTONIO, TX. 78216
FIRM NUMBER: F-8478
CITY OF SAN ANTONIO
REVISIONS
DATE NO. DESCRIPTION
1005050
SCALE: 1"= 100'
025
& ASSOCIATES, LLC
CAMACHO-HERNANDEZ
________% SUBMITTAL
DRWN. BY:___________ DSGN. BY:___________
PROJECT NO.:____________________________
JAS CHKD. BY:___________JH
DATE:_______________
SHEET NO.:___OF____28
8/11/2017
Transportation & Capital Improvements (TCI) Department
415 EMBASSY OAKS - SUITE 205 SAN ANTONIO, TX. 78216
FIRM NUMBER: F-8478
CITY OF SAN ANTONIO
REVISIONS
DATE NO. DESCRIPTION
& ASSOCIATES, LLC
CAMACHO-HERNANDEZ
________% SUBMITTAL
DRWN. BY:___________ DSGN. BY:___________
PROJECT NO.:____________________________
JAS CHKD. BY:___________JH
DATE:_______________
SHEET NO.:___OF____28
1055
SCALE: 1"= 10'
0
8/11/2017
Transportation & Capital Improvements (TCI) Department
MGR
PR
OF
ESS
ONAL ENG
NE
ER
S
TATE OF TEX
A
S
91831
JOHN HERNANDEZ
I
I
LICENSE
D
8/11/2017
SAN PATRICIO ST
100
1 2
TYPICAL SECTIONS
3
TYPICAL SECTIONS
STA 10+91.19 TO STA 15+24.00
2% 2%
ROW 28.0'
EXI
STI
NG
RO
W
EXI
STI
NG
RO
W
VARIES 4.0" TO 7.0"
EXIST FLEXIBLE BASE
EXISTING PATRICIO
EXISTING SAN PATRICO AVE
EXISTING SAN PATRICIO AVE
[ SAN PATRICIO
2% 2%
ROW 28.0'
EXI
STI
NG
RO
W
EXI
STI
NG
RO
W
[ SAN PATRICIO
VARIES 4.0" TO 7.0"
EXIST FLEXIBLE BASE
STA 15+24.00 TO STA 15+80.61
EXISTING PAVEMENT SECTION
B-4
B-3
B-2
B-1
BORING
BROWN CLAY
BROWN CLAY
BROWN CLAY
BROWN CLAY
SUBGRADE
5.5"
7.0"
5.5"
3.0"
ASPHALT THICKNESS
5.0"
7.0"
6.0"
4.0"
BASE THICKNESS
VARIES 3.0" TO 7.0"
EXIST ASPHALT
16.0'
8.0' LANE 8.0' LANE
22.0'
11.0' LANE 11.0' LANE
VARIES 3.0" TO 7.0"
EXIST ASPHALT
3.0' 3.0'
6.0' 6.0'
K:\
CO
SA
San
Patricio\
GE
NE
RA
L\
PA
TRI
CI
O_
TY
P.dgn
8/11/2017
SHEET OF
OFFICE: (210) 341-6200 FAX: (210) 341-6300
415 EMBASSY OAKS - SUITE 205 SAN ANTONIO, TX. 78216
FIRM NUMBER: F-8478
CITY OF SAN ANTONIO
REVISIONS
DATE NO. DESCRIPTION
& ASSOCIATES, LLC
CAMACHO-HERNANDEZ
________% SUBMITTAL
DRWN. BY:___________ DSGN. BY:___________
PROJECT NO.:____________________________
JAS CHKD. BY:___________JH
DATE:_______________
SHEET NO.:___OF____28
1055
SCALE: 1"= 10'
0
8/11/2017
Transportation & Capital Improvements (TCI) Department
MGR
PR
OF
ESS
ONAL ENG
NE
ER
S
TATE OF TEX
A
S
91831
JOHN HERNANDEZ
I
I
LICENSE
D
8/11/2017
SAN PATRICIO ST
100
4
2 2
TYPICAL SECTIONS
2%
17.0' FACE TO FACE
R.O.W. 28.0'
STA 10+91.19 TO STA 15+80.61
EXI
STI
NG
RO
W
EXI
STI
NG
RO
W
1.0'1.0'
TYPICAL SECTIONS
CURB & GUTTER
PROP MOUNTABLECURB & GUTTER
PROP MOUNTABLE
TACK COAT
22.0' HMAC TYPE "B" BASE COURSE(6")
22.0' CEMENT TREATED SUBGRADE (6")
25 LBS/SY
1.0' 1.0'
PROPOSED PATRICIO
PROPOSED SAN PATRICIO TYPICAL SECTION
[ SAN PATRICIO
LANE
8.5'
LANE
8.5'4.25' 6.75'
SURFACE COURSE (2")
15.0' HMAC TYPE "D"
PROPOSED PAVEMENT SECTION
25 LBS PER SY CEMENT RATE
6" CEMENT TREATED SUBGRADE
6" TYP B ASPHALT BASE
TACK COAT (0.1 GAL PER SY)
2" TY D ASPHALT SURFACE
SIDEWALK
PROP 4'
2%1.5%
X-SLOPE DIRECTION
[ SAN PATRICIO
(+)
(-)
(+)
(-)
LEFT RIGHTX-SLOPE TRANSITIONS
+0.76
-2.00
-2.00
-0.38
LEFT (%)
15+80.61
15+45.00
11+35.00
10+91.19
STATION
-1.27
-2.00
-2.00
+0.26
RIGHT (%)
GENERAL NOTES
AND SPECIES.
DIE WITHIN TWELVE (12) MONTHS SHALL BE REPLACED WITH A TREE OF EQUAL SIZE
FERTILIZING, PRUNING AND OTHER MAINTENANCE AS NEEDED ON THE PROJECT. TREES THAT
MAINTAINED IN A HEALTHY CONDITION AT ALL TIMES. THIS INCLUDES IRRIGATION,
FOR CONSTRUCTION JUNE 2008, OR LATEST.
ANY DAMAGE DONE TO EXISTING FENCES, CONCRETE ISLANDS, STREET PAVING, CURBS, SHRUBS,
5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO SEE THAT ALL SIGNS AND BARRICADES ARE
6. IF THE NEED ARISES, ADDITIONAL BARRICADES AND DIRECTIONAL DEVICES MAY BE ORDERED
7. DUE TO FEDERAL REGULATIONS TITLE 49, PART 192.171 C.P.S. MUST MAINTAIN ACCESS TO
8. CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR TWENTY FOUR (24) HOURS PRIOR TO BACKFILL OF
BY THE TRAFFIC ENGINEERING REPRESENTATIVE AT THE CONTRACTOR'S EXPENSE.
10. CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES PRIOR TO CONSTRUCTION TO DETERMINE
11. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES INDICATED ON THE PLANS ARE
9. CONTRACTOR SHALL PRESERVE ALL CONSTRUCTION STAKES, MARKS, ETC. IF ANY ARE
3. THE CONTRACTOR SHALL PROVIDE ACCESS FOR THE DELIVERY OF MAIL BY THE U.S. POSTAL
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING TO ITS ORIGINAL OR BETTER CONDITION
2. NO EXTRA PAYMENT SHALL BE ALLOWED FOR WORK CALLED FOR ON THE PLANS, BUT NOT
1. ALL CONSTRUCTION SHALL CONFORM TO THE CITY OF SAN ANTONIO STANDARD SPECIFICATIONS
12. ALL WASTE MATERIAL SHALL BECOME PROPERTY OF THE CONTRACTOR AND SHALL BE HIS SOLE
13. THE CONTRACTOR SHALL NOT PLACE ANY WASTE MATERIAL IN THE 100-YEAR FLOOD PLAIN
14. THE CONTRACTOR SHALL MAINTAIN ALL ADJOINING STREETS AND TRAVELED ROUTES FREE FROM
15. IF THE CONTRACTOR ENCOUNTERS ANY ARCHAEOLOGICAL DEPOSITS DURING CONSTRUCTION
IF THE TIME REQUIRED FOR INVESTIGATION IS LESS THAN OR EQUAL TO THREE (3) DAYS FOR
16. IF SUSPECTED CONTAMINATION IS ENCOUNTERED DURING CONSTRUCTION OPERATIONS, C.O.S.A.
THE CONTRACTOR MUST STOP THE EXCAVATION IMMEDIATELY AND CONTACT THE C.O.S.A.
17. CONTRACTOR IS TO INCLUDE A MAILBOX POST BLOCKOUT FOR VACANT LOTS AND ALL
BEXAR METROPOLITAN WATER DISTRICT (BEXAR MET) 354-6538 / 357-5741
COSA DRAINAGE 207-8048
TEXAS STATE WIDE ONE CALL LOCATOR 1-800-344-8377
COSA SIGNAL OPERATIONS 207-7720 / 207-7765
REPONSIBILITY TO DISPOSE OF THIS MATERIAL OFF THE LIMITS OF THE PROJECT. NO WASTE MATE-
BE RESPONSIBLE FOR PROTECTING VIA FACILITIES IF ADJACENT TO WORK AREA.
OF EXECUTING THE CONTRACT UNLESS OTHERWISE NOTED BY VIA. THE CONTRACTOR WILL
TRACTOR IS REQUIRED TO REPLACE ALL FLATWORK REMOVED OR DAMAGED IN THE COURSE
OR WILL BE LIABLE FOR ANY DAMAGES TO VIA FACILITIES NOT REMOVED BY VIA. THE CON-
FOR SHELTER REMOVAL (TELEPHONE NOS: (210) 362-2155 OR (210) 362-2096). THE CONTRACT-
OTHER VIA FACILITIES THAT MAY BE PRESENT. PLEASE PROVIDE THIRTY DAYS PRIOR NOTICE
CONTACT VIA FOURTEEN DAYS PRIOR, FOR THE REMOVAL OF BENCHES, STOP POLES OR ANY
18. CONTRACTOR SHALL NOT REMOVE OR ADJUST ANY VIA FACILITIES. THE CONTRACTOR MUST
1. NO UTILITY OR STREET EXCAVATION WORK SHALL BEGIN IN AREAS WHERE TREE PRESERVATION
2. TREE PROTECTION FENCING SHALL BE REQUIRED. TREE PROTECTION FENCING SHALL BE
3. THE CONTRACTOR SHALL AVOID CUTTING ROOTS LARGER THAN ONE INCH IN DIAMETER WHEN
4. ROOTS WILL BE CUT WITH A ROCK SAW OR BY HAND, NOT BY AN EXCAVATOR OR OTHER
5. ALL CURB AND SIDEWALK WORK SHALL USE ALTERNATIVE CONSTRUCTION METHODS TO
6. EXPOSED ROOTS SHALL BE COVERED AT THE END OF THE DAY USING TECHNIQUES SUCH AS
7. NO EQUIPMENT, VEHICLES OR MATERIALS SHALL OPERATE OR BE STORED WITHIN THE ROOT
11. NO EXCESSIVE TREE TRIMMING WILL BE PERMITTED.
8. SAPLINGS, SHRUBS OR BUSHES TO BE CLEARED FROM THE PROTECTED ROOT ZONE AREA
9. NO WIRES, NAILS OR OTHER MATERIAL MAY BE ATTACHED TO PROTECTED TREES.
10. TREES, TREE LIMBS, BUSHES AND SHRUBS LOCATED IN THE CITY STREET OR ALLEY
12. ALL DEBRIS GENERATED BY THE PRUNING AND TRIMMING OF THE TREES AND / OR BUSHES
13. TREES MUST BE MAINTAINED IN GOOD HEALTH THROUGHOUT THE CONSTRUCTION PROCESS.
15. TREES WHICH ARE DAMAGED OR LOST DUE TO THE CONTRACTOR'S NEGLIGENCE DURING
16. TREE PLANTING FOR MITIGATION OR ENHANCEMENT: ALL PLANTED TREES SHALL BE
1. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN VEHICULAR AND
2. WHEN THE WORK REQUIRES THE EXCAVATION OF THE STREET AND THE
3. PRIOR TO INITIATING THE CONSTRUCTION OF NEW DRIVEWAY APPROACHES,
4. FOR BUSINESSES WITH MORE THAN ONE DRIVEWAY, AT LEAST ONE
ACCESSIBILITY REQUIREMENTS
TREE PROTECTION AND PRESERVATION GENERAL NOTES
IF MORE THAN THREE (3) DAYS ARE REQUIRED FOR INVESTIGATION (NOT INCLUDING HOLIDAY
SURVEY INFORMATION
INCLUDED IN THE BID PROPOSAL. THIS INCIDENTAL WORK WILL BE REQUIRED AND SHALL BE
INCLUDED IN THE PAY ITEM TO WHICH IT RELATES.
SERVICE.
BUSHES OR DRIVEWAYS. (NO SEPARATE PAY ITEM).
PROPERLY INSTALLED AND MAINTAINED. ALL LOCATIONS AND DISTANCES WILL BE DECIDED
UPON IN THE FIELD BY THE CONTRACTOR, USING THE "TEXAS MANUAL ON UNIFORM TRAFFIC
REPRESENTATIVE WILL ONLY BE RESPONSIBLE TO INSPECT BARRICADES AND SIGNS. IF,
CONTROL DEVICES". THE CITY'S CONSTRUCTION INSPECTOR AND TRAFFIC ENGINEERING
IN THE OPINION OF THE TRAFFIC ENGINEERING REPRESENTATIVE AND THE CONSTRUCTION
INSPECTOR, THE BARRICADES AND SIGNS DO NOT CONFORM TO ESTABLISHED STANDARDS OR
ARE INCORRECTLY PLACED OR ARE INSUFFICIENT IN QUANTITY TO PROTECT THE GENERAL
PUBLIC, THE CONSTRUCTION INSPECTOR SHALL HAVE THE OPTION TO STOP OPERATIONSUNTIL SUCH TIME AS THE CONDITIONS ARE CORRECTED.
GAS VALVES AT ALL TIMES. THE CONTRACTOR MUST PROTECT AND WORK AROUND ANY GAS
VALVES THAT ARE IN THE PROJECT AREA.
ANY UTILITY TRENCHES TO SCHEDULE FOR DENSITY TEST AS REQUIRED.
DESTROYED OR REMOVED BY THE CONTRACTOR OR HIS EMPLOYEES, THEY SHALL BE
REPLACED AT THE CONTRACTOR'S EXPENSE.
THE LOCATION OF EXISTING UTILITIES. CONTRACTOR SHALL NOTIFY THE FOLLOWING AT
LEAST FORTY-EIGHT (48) HOURS PRIOR TO EXCAVATION OPERATION:
SAN ANTONIO WATER SYSTEM (SAWS) 233-2010
TAKEN FROM AVAILABLE RECORDS AND ARE NOT GUARANTEED, BUT SHALL BE INVESTIGATED
AND VERIFIED BY THE CONTRACTOR BEFORE STARTING WORK. THE CONTRACTOR SHALL BE
HELD RESPONSIBLE FOR ANY DAMAGE TO AND FOR THE MAINTENANCE AND PROTECTION OF
THE EXISTING UTILITIES EVEN IF THEY ARE NOT SHOWN ON THE PLANS. LOCATION AND
DEPTH OF EXISTING UTILITIES SHOWN HERE ARE APPROXIMATE ONLY. ACTUAL LOCATIONS
AND DEPTHS MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION AND HE
SHALL BE RESPONSIBLE FOR PROTECTION OF SAME DURING CONSTRUCTION.
ARTIFICIAL OR NATURAL DRAINAGE.
RIAL SHALL BE PLACED IN EXISTING LOWS THAT WILL BLOCK OR ALTER FLOW LIMITS OF EXISTING
WITHOUT FIRST OBTAINING AN APPROVED FLOOD PLAIN DEVELOPMENT PERMIT.
SPILLED AND / OR TRACKED CONSTRUCTION MATERIALS AND / OR DEBRIS.
OPERATIONS, THE CONTRACTOR MUST STOP EXCAVATION IMMEDIATELY, CONTACT THE CITY
WITHOUT WRITTEN PERMISSION FROM THE CITY.
INSPECTOR, AND CALL THE CITY HISTORIC PRESERVATION OFFICE AT 207-7306 OR 207-3327 FOR
AN ARCHAEOLOGICAL INVESTIGATION. THE CONTRACTOR CANNOT BEGIN EXCAVATION AGAIN
AND WEEKENDS) AND IF THE CONTRACTOR IS UNABLE TO WORK IN OTHER AREAS, THEN THE
CONTRACTOR WILL BE ALLOWED TO NEGOTIATE FOR ADDITIONAL CONSTRUCTION TIME UPON
WRITTEN REQUEST WITHIN TEN (10) DAYS AFTER THE FIRST NOTICE TO THE CITY OF
ARCHAEOLOGICAL INVESTIGATION FOR EACH EVENT.
EACH EVENT, CONTRACT DURATION WILL NOT BE EXTENDED.
RESIDENCES WHICH DO NOT HAVE MAILBOXES AT THE CURB. BLOCKOUTS ARE PROVIDED
FOR FUTURE USE BY THE POST OFFICE.
SHALL BE NOTIFIED IMMEDIATELY WHEN CONTAMINATED SOILS AND / OR GROUNDWATER ARE
ENCOUNTERED AT LOCATIONS NOT IDENTIFIED IN THE PLANS. THE NOTIFICATION SHOULD
INCLUDE THE STATION NUMBER, TYPE OF CONTAMINATED MEDIA, EVIDENCE OF CONTAMINATION
AND MEASURES TAKEN TO CONTAIN THE CONTAMINATED MEDIA AND PREVENT PUBLIC ACCESS.
THE CONTAMINATED SOIL AND / OR GROUNDWATER SHALL NOT BE REMOVED FROM THE
LOCATION WITHOUT PRIOR C.O.S.A. APPROVAL.
INSPECTOR. THE CONTRACTOR CANNOT BEGIN EXCAVATION ACTIVITIES WITHOUT WRITTEN
PERMISSION FROM THE CITY.
- CITY PUBLIC SERVICE ENERGY
- TIME WARNER
- AT&T
- MCI
AND TREATMENT MEASURES HAVE NOT BEEN COMPLETED AND APPROVED.
INSTALLED, MAINTAINED AND REPAIRED BY THE CONTRACTOR DURING SITE CONSTRUCTION.
DURING CONSTRUCTION ACTIVITY, AT LEAST A SIX-INCH LAYER OF COARSE MULCH SHALL BE
PLACED AND MAINTAINED OVER THE ROOT PROTECTION ZONE (NO SEPARATE PAY ITEM).
EXCAVATING NEAR EXISTING TREES. EXCAVATION IN THE VICINITY OF TREES SHALL PROCEED
WITH CAUTION. THE CONTRACTOR SHALL CONTACT THE CITY INSPECTOR FOR GUIDANCE.
COVERING WITH SOIL, MULCH, OR WET BURLAP.
ROAD CONSTRUCTION EQUIPMENT.
MINIMIZE EXTENSIVE ROOT DAMAGE TO TREES (REFER TO DETAILS).
OF A LARGE TREE SHALL BE REMOVED BY HAND AS DESIGNATED BY THE INSPECTOR.
10 FOOT RADIUS ROOT PROTECTION ZONE AROUND THE TREE. ROOTS OR BRANCHES IN
CONFLICT WITH THE CONSTRUCTION SHALL BE CUT CLEANLY ACCORDING TO PROPER
OAK WILT.
PRUNING METHODS. OAK WOUNDS SHALL BE PAINTED OVER WITHIN 30 MINUTES TO PREVENT
OF RADIUS PER INCH OF TREE'S DIAMETER. A 10-INCH DIAMETER TREE WOULD HAVE A
PROTECTION ZONE OF ANY TREE NEAR THE PROJECT. ROOT PROTECTION ZONE IS 1 FOOT
RIGHT-OF-WAY OR PERMANENT EASEMENTS WHICH INTERFERE WITH PROPOSED
CONSTRUCTION ACTIVITIES SHALL BE PROPERLY PRUNED FOLLOWING THE ANSI A-300
AFTER APPROVAL FROM THE CAPITAL PROJECTS MANAGEMENT THROUGH THE INSPECTOR.
STANDARDS FOR PRUNING. ALL TREE PRUNING SHALL BE COMPLETED BY A CITY OF SAN
ANTONIO TREE MAINTENANCE LICENSED CONTRACTOR (ARTICLE 21-171, CITY CODE) ONLY
SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF PROPERLY
(NO SEPARATE PAY ITEM).
MAINTENANCE MAY INCLUDE, BUT NOT LIMITED TO: WATERING THE ROOT PROTECTION ZONE,
WASHING FOLIAGE, FERTILIZATION, PRUNING, ADDITIONAL MULCH APPLICATIONS AND OTHERMAINTENANCE AS NEEDED ON THE PROJECT.
14. ANY TREE REMOVAL SHALL BE APPROVED BY THE CITY ARBORIST. (207-0278)
CONSTRUCTION SHALL BE MITIGATED TO THE CITY'S SATISFACTION.
DRIVEWAY SHALL REMAIN OPEN WHILE THE OTHER NEW DRIVEWAY APPROACHES
REMOVAL OF THE EXISTING DRIVEWAY APPROACHES AND SIDEWALKS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TEMPORARY
BASE OR GRAVEL MATERIAL AT NO SEPARATE COST TO THE CITY.
THE CONTRACTOR SHALL GIVE ADVANCE WARNING IN PERSON, OR IN
BY THE RESIDENTS.
ARE CONSTRUCTED. FOR BUSINESSES WITH ONLY ONE DRIVEWAY, THE NEWDRIVEWAY APPROACH SHALL BE CONSTRUCTED IN HALF WIDTHS, UNLESS ATEMPORARY ASPHALT DRIVEWAY IS FIRST INSTALLED AT NO SEPARATE COSTTO THE CITY.
PEDESTRIAN ACCESS AT ALL TIMES TO LOCAL RESIDENCES AND BUSINESSES.
ALL-WEATHER ACCESS TO THE BUSINESSES AND RESIDENCES. THETEMPORARY DRIVEWAY APPROACHES SHALL BE CONSTRUCTED WITH FLEXIBLE
WRITING, OF AT LEAST 48 HOURS TO EACH RESIDENCE THAT WILL BEIMMEDIATELY AFFECTED, SO THAT ALTERNATE PLANS MAY BE MADE
5
1 1
GENERAL NOTES
1. ALL SURVEY INFORMATION PROVIDED BY GARCIA & WRIGHT SURVEYORS.
K:\
CO
SA
San
Patricio\
GE
NE
RA
L\
PA
TRI
CI
O_
GE
NE
RA
L_
NO
TE
S.dgn
8/11/2017
SHEET OF
OFFICE: (210) 341-6200 FAX: (210) 341-6300
415 EMBASSY OAKS - SUITE 205 SAN ANTONIO, TX. 78216
FIRM NUMBER: F-8478
CITY OF SAN ANTONIO
REVISIONS
DATE NO. DESCRIPTION
& ASSOCIATES, LLC
CAMACHO-HERNANDEZ
________% SUBMITTAL
DRWN. BY:___________ DSGN. BY:___________
PROJECT NO.:____________________________
JAS CHKD. BY:___________JH
DATE:_______________
SHEET NO.:___OF____28
8/11/2017
Transportation & Capital Improvements (TCI) Department
be required to provide a detour plan for such a closure to the Engineer for
Engineer, the Contractor may close an entire intersection. The Contractor will
intersections may be constructed simultaneously. With approval from the
done during weekend hours or as directed by the Engineer. No two adjacent
constructed in stages so as to maintain access. Intersection work shall be
Unless otherwise indicated in the plans, intersecting streets shall be 7.
This work shall be part of the Phase.
All storm drainage pipes are not considered utilities, regardless of size. 6.
the Traffic Division.
construction, unless specifically noted on the plans or authorized in writing by
sewer construction will take place outside of the phasing limits under
The plans are phased for street and storm drainage construction. No storm 5.
finish Type "B" or Type “D” asphalt up to Phase 8.).20 phases, before the contractor can start construction of Phase 17, he must
least 50% of the lower phases he has worked on. (Example: If the project has
begin Phase 17, he must completely finish with Type "B" or Type "D" asphalt at
If the project has more than sixteen (16) phases, before the contractor can 4.
“Flexible Base") before proceeding to Phase 2.material and approved densities (prime coated if base material is item No. 200
are only two (2) phases in the project, Phase 1 must be completed 100% with base
material is Item No. 200 “Flexible Base") before beginning Phase 3. If there completed 100% with case material and approved densities (prime coated if base
Such as Phase 1 and Phase 2 and before going to Phase 3, Phase 1 must be
worked at the same time, in projects where there are at least three (3) phases.
Unless otherwise indicated in the plans, two (2) phases in sequence may be 3.
remain open at all times.
alteration. All remaining streets within the project or separate area shall
areas may be under construction at the same time with an approved field
project will not be allowed. Projects that consist of distinct and separate
the plans. Partial construction at different scattered locations within the
phases of construction may be worked at one time, unless otherwise indicated in
If there are two (2) or more phases in the project, no more than two (2) 2.
expeditious flow of traffic at all times during construction.
public as well as construction personnel and equipment and to facilitate an
and warning signs shall be located so as to afford the maximum protection to the
office immediately to make the necessary arrangements. The temporary barricades
construction inspector, after having been notified, will contact the engineering
motorists a minimum of seven (7) days notice before street closure. The
closure. This much time is necessary to install advisory signs and give the
advise Construction Inspections ten (10) days in advance of any arterial street
of any minor street closure. It will be the contractor's responsibility to
construction inspector 48 hours in advance (not including weekends or holidays)
on any changes or modifications. The contractor must contact the City's
Department of Public Works which has complete authority to make final decisions
Any questions regarding phasing or staging will be strictly handled by the 1.
PHASING AND STAGING NOTES - STREET AND DRAINAGE CONSTRUCTION
Revised January, 2010
construction zone material (black legend on orange background, using plywood substrate, etc.).
Inspector at the end of the project. If temporary signs are used during construction, they shall have a minimum of 4-inch letters, and may be fabricated with
street name signs are used, they must be maintained in the condition encountered prior to the beginning of construction, and then be turned in to the City
The contractor shall maintain either the existing or temporary street name signs at each intersection onsite throughout construction. If the existing 22.
VIA at (210)362-5220.
apprise them of the pending street closure at least forty-eight hours in advance.. If the closure falls along a bus route, the contractor shall also contact
be blocked, the contractor shall contact the dispatchers for the Fire Department and EMS at (210)227-8341 and the Police Department at (210)207-2257, to
The contractor shall maintain continuous access to all intersecting streets unless otherwise shown on these plans. When continuous access is scheduled to 21.
City staff within two hours of the initial contact.
telephone number must be a commercial answering service. The answering service must be able to contact the contractor and have the contractor respond to the
The contractor shall provide the city an emergency telephone number for evenings, weekends, and holidays by the first working day of the project. This 20.
maintained or detoured as directed by the Traffic Engineer. There will be no additional payment for the maintaining of traffic or detours.
If split construction is shown, then the sanitary sewer shall be completed prior to beginning street and drainage construction, and traffic shall be 19.
requirement where two-way traffic is to be maintained.
Off-duty police officers will be required as directed by the Traffic Engineer at no direct payment, cost to be included in other Bid Items. This will be a 18.
section must be approved by the City's Street Engineer. There will be no direct payment for this work. The cost is to be included in other items.
The contractor is responsible for repairing all streets outside of the project limits which are damaged due to construction activities. The replaced 17.
the contractor's expense. The decision to repair, as opposed to replace, the damaged equipment shall be made by the City's Traffic Engineer.
Any damage to permanent traffic signals, the controller box, loops or conduits during or upon completion of the project shall be repaired or replaced at 16.
all jobs during construction.
The COI will monitor the contractor 's traffic control devices and will be responsible to furnish all residents and businesses with an information flyer on 15.
All temporary traffic control devices, etc. shall be provided by the contractor without direct payment, unless otherwise noted or stated.14.
standard pavement markings can be. Temporary markings shall be placed at no direct payment.
either temporary additional short-term expendable pavement markings, or raised pavement markings may be provided to delineate continuity until such time as
Permanent pavement markings shall be applied prior to the opening of the completed street to traffic. Prior to the application of permanent markings, 13.
should be included in other items.
In addition, temporary markings must be removed. All of this is to be done at no direct payment; cost removed from the existing pavement must be replaced.
After construction is completed and traffic is rerouted back to the original lanes, the traffic control markings and/or raised buttons that were originally
Devices.
shall be removed and approved temporary pavement markings and signs installed in accordance with Part VI-D of the Texas Manual on Uniform Traffic Control
When construction work necessitates the utilization of vehicle paths other than the lanes normally used, traffic control markings no longer applicable 12.
temporary sidewalks and construction fence (NSPI).
The contractor shall provide for access to residences and all businesses at all times within all the phases of the work. Access will be provided via 11.
The contractor shall provide access for delivery of mail by the U.S. Postal Service.10.
The contractor shall be responsible for providing suitable access accommodation s for school children and pedestrians along the construction limits.9.
direct payment, with the cost to be included in other items.
The contractor must maintain all streets within project limits open to through traffic by repairing trenches, potholes, leveling up with asphalt, etc. at no 8.
Control Devices.
Temporary traffic control devices shall conform to the City's "Typical Sign and Barricade Standards" sheets and to the Texas Manual on Uniform Traffic 7.
engineering representative at the contractor's expense.
If the need arises, additional temporary traffic control devices, special directional devices, and/or business name signs may be ordered by the traffic 6.
As work progresses, location of temporary traffic control devices will be adjusted and modified, as necessary by the contractor at contractor's expense.5.
arrangements.
motorists a minimum of 7 days notice of the street closure. The COI after being notified will contact the traffic engineering office to make the necessary
This much time is necessary to install advisory signs and give the responsibility to advise the COI 10 days in advance of and arterial total street closure.
The contractor must contact the City’ s COI 48 hours in advance (not including weekends) of any minor street closure. It will be the contractor 's 4.
contractor’s expense.reinstalled by the contractor. All permanent signs or traffic control devices missing or damaged upon completion of construction shall be replaced at the
public. It the City of San Antonio has removed permanent stop signs, the contractor shall request that the signs be returned to the construction site to be
It is the contractor’s responsibility to obtain and maintain temporary stop signs and all other traffic control devices required to protect the general 3.
Operations Section. The barricades shall not be removed until all applicable permanent traffic signs and signals are in place.
and at 207-3951 for a traffic sign inventory. Prior to completion of the contract and removal of the barricades, the contractor shall again contact the Traffic
Prior to starting construction, the contractor shall contact the City of San Antonio Traffic Operations Section at 207-4586 for a traffic signal inventory, 2.
contractor.
public, the COI shall have the option to stop construction operations at no expense to the City until such time as the conditions are corrected by the
the COI, the traffic control devices do not conform to established standards or are incorrectly placed or are insufficient in quantity to protect the general
representative will only be responsible to inspect the traffic control devices being deployed. If, in the opinion of the traffic engineering representative and
The City’s construction observer/inspector (COI) and the traffic engineering requirements of the Texas Manual on Uniform Traffic Control Devices.
for review a Traffic Control Plan sealed by a Professional Engineer registered in the State of Texas, including a sign and barricade plan conforming to the
event that these plans do not include traffic control, or that the Contractor wishes to vary from traffic control included with these plans, he shall submit
the plans, specifications and related industry standards and regulations. These notes, do not, in of themselves, constitute a Traffic Control Plan. In the
It is the contractor’s sole responsibility to see that all traffic control devices are properly installed and maintained at the job site in accordance with 1.
TRAFFIC NOTES AND SPECIAL CONDITIONS
Transportation & Capital Improvements (TCI) Department
100
1 1
7
ESTIMATED QUANTITIES
K:\
CO
SA
San
Patricio\
GE
NE
RA
L\
PA
TRI
CI
O_
QU
AN
T.dgn
8/11/2017
SHEET OF
OFFICE: (210) 341-6200 FAX: (210) 341-6300
415 EMBASSY OAKS - SUITE 205 SAN ANTONIO, TX. 78216
FIRM NUMBER: F-8478
CITY OF SAN ANTONIO
REVISIONS
DATE NO. DESCRIPTION
& ASSOCIATES, LLC
CAMACHO-HERNANDEZ
________% SUBMITTAL
DRWN. BY:___________ DSGN. BY:___________
PROJECT NO.:____________________________
JAS CHKD. BY:___________JH
DATE:_______________
SHEET NO.:___OF____28
8/11/2017
Transportation & Capital Improvements (TCI) Department
MGR
PR
OF
ESS
ONAL ENG
NE
ER
S
TATE OF TEX
A
S
91831
JOHN HERNANDEZ
I
I
LICENSE
D
8/11/2017
SAN PATRICIO ST
100
1 1
8
DRIVEWAY TABLE
K:\
CO
SA
San
Patricio\
RO
AD
WA
Y\
PA
TRI
CI
O_
DR
WY_
SU
M.dgn
8/11/2017
SHEET OF
OFFICE: (210) 341-6200 FAX: (210) 341-6300
415 EMBASSY OAKS - SUITE 205 SAN ANTONIO, TX. 78216
FIRM NUMBER: F-8478
CITY OF SAN ANTONIO
REVISIONS
DATE NO. DESCRIPTION
& ASSOCIATES, LLC
CAMACHO-HERNANDEZ
________% SUBMITTAL
DRWN. BY:___________ DSGN. BY:___________
PROJECT NO.:____________________________
JAS CHKD. BY:___________JH
DATE:_______________
SHEET NO.:___OF____28
8/11/2017
Transportation & Capital Improvements (TCI) Department
MGR
PR
OF
ESS
ONAL ENG
NE
ER
S
TATE OF TEX
A
S
91831
JOHN HERNANDEZ
I
I
LICENSE
D
8/11/2017
SAN PATRICIO ST
100
K:\
CO
SA
San
Patricio\
RO
AD
WA
Y\
PA
TRI
CI
O_
PP01.dgn
8/11/2017
PR
OP
C
LC
SHEET OF
OFFICE: (210) 341-6200 FAX: (210) 341-6300
415 EMBASSY OAKS - SUITE 205 SAN ANTONIO, TX. 78216
FIRM NUMBER: F-8478
CITY OF SAN ANTONIO
REVISIONS
DATE NO. DESCRIPTION
& ASSOCIATES, LLC
CAMACHO-HERNANDEZ
ROADWAY - PLAN AND PROFILE
PROFILE VIEW LEGEND
________% SUBMITTAL
DRWN. BY:___________ DSGN. BY:___________
PROJECT NO.:____________________________
JAS CHKD. BY:___________JH
DATE:_______________
SHEET NO.:___OF____28
8/11/2017
Transportation & Capital Improvements (TCI) Department
EXI
ST
L
W
SS
G
UE
UT
OHE
OHT
OHET
PLAN VIEW LEGEND
MGR
EXISTING ROW LEFT
EXISTING ROW RIGHT
EXISTING BASELINE
PROPOSED PGL
W
W
T
EXIST UTIL POLE
EXIST WATER METER
EXIST G/W VALVE
EXIST SS MH
EXIST TEL MH
EXIST HYDRANT
PR
OF
ESS
ONAL ENG
NE
ER
S
TATE OF TEX
A
S
91831
JOHN HERNANDEZ
I
I
LICENSE
D
8/11/2017
402020
VERT: 1"= 4'
HORZ: 1"= 40'
010
EXIST UNDERGROUND TELECOM
EXIST UNDERGROUND ELECTRIC
EXIST OVERHEAD TELECOM
EXIST OVERHEAD ELEC & TELECOM
EXIST OVERHEAD ELECTRIC
EXIST GAS
EXIST SANITARY SEWER
EXIST WATER
EXIST MAIL BOX
SIDEWALK RAMP
PROPOSED EDGE OF PAVEMENT
EXISTING FENCE LINE
EXISTING EDGE OF PAVEMENT
EXISTING RIGHT OF WAY
SAN PATRICIO ST
100
PO
T 10
+00.00
10+00 11+00 12+00 13+00 14+00
W W W
W W
W
W
W
W
W
W
W
W
CPCP
SGN
BE
GI
N
CO
NS
TR
UC
TI
ON
EL
= 655.10
ST
A 10
+91.19
@ SAN PATRICIO [
EXIST GROUND
[ SAN PATRICIO
PROP
VPI
ST
A. 11
+30.00
EL.
= 653.77
(-) 3.42%
(-) 1.92%
VPI
ST
A. 12
+45.00
EL.
= 651.56
(-) 1.92%
(-) 1.39%
VPI
ST
A. 13
+28.00
EL.
= 650.41
(-) 1.39%(-) 0.90%
10+00 11+00 12+00 13+00 14+00
655.46
655.16
653.67
652.86
651.81
651.29
650.69
650.00
654.80
653.39
652.43
651.49
650.80
650.21
649.76
1 2
9
EXIST ROW
EXIST ROW
EXI
ST
RO
W
EXI
ST
RO
WE
XI
ST
RO
W
EXI
ST
RO
W
[ SAN PATRICIO
28.0'
RO
W
S
HA
MI
LT
ON
BEGIN TO STA 14+00.00
MA
TC
H
LI
NE
ST
A 14
+00
STA 10+91.19
BEGIN PROJECT
1
2
3 4
5 6
7
8
9 10
11
1006 S HAMILTON ST
JOSE PASTOR NAVARRETE
PID: 379800
1631 SAN PATRICIO ST
HERLINDA LARA RESENDEZ
PID: 379799
1627
SA
N
PA
TRI
CI
O
ST
AL
FR
ED
O J
R.
&
LU
CY
OR
TI
Z
PI
D: 379798
1625
SA
N
PA
TRI
CI
O
ST
RO
SA
MA
RI
A JI
ME
NE
Z
ES
TA
NI
SL
AD
O
O. J
R
&
PI
D: 379797
1623 SAN PATRICIO ST
IDELFONSA & ROSA MARIA
PID: 379796
1619 SAN PATRICIO ST
ANTONIA GUTIERREZ
PID: 379795
1615
SA
N
PA
TRI
CI
O
ST
FE
RN
AN
DO
R.
BA
LL
E
PI
D: 379794
1014 S HAMILTON ST
DORA R. CRISTAN
PID: 379802
1628
SA
N
PA
TRI
CI
O
ST
AL
FR
ED
O
P.
& I
RE
NE
OR
TI
Z
PI
D: 379806
1626
SA
N
PA
TRI
CI
O
ST
AL
FR
ED
O
P.
& I
RE
NE
OR
TI
Z
PI
D: 379807
1624
SA
N
PA
TRI
CI
O
ST
GU
AD
AL
UP
E
EF
FI
E
MO
NCI
BAI
Z
PI
D: 379808
1622 SAN PATRICIO ST
HILARY & JUAN A. SEGOVIA
PID: 379809
1616 SAN PATRICIO ST
ALICA DELGADO
PID: 379810
1612 SAN PATRICIO ST
DELIA GARCIA & RUBEN REYNA
PID: 379811
MA
TC
H
LI
NE
ST
A 14
+00
1018 S HAMILTON ST
CLAUDIA CRISTIAN
FLORENCIO III &
PID: 379804
1016 S HAMILTON ST
CLAUDIA CRISTIAN
FLORENCIO III &
PID: 379803
1010 S HAMILTON ST
LUCY E. ORTIZ
ALFRED Z. &
PID: 379801
648
652
656
660
648
652
656
660
BY OTHERS
TO BE INSTALLED
R1-1
D3-1 X 2
1011 >< 1014
HAMILTON
SAN PATRICIO
1600 >< 1700
25.0'LT
STA 10+91.28
BEGIN CURB
MATCH EXIST SDWLK
BEGIN SIDEWALK
10.0'LT
STA 10+98.24
END SIDEWALK
27.4'RT
STA 10+91.07
BEGIN CURB
MATCH EXIST SDWLK
BEGIN SIDEWALK
0.38
%
TR
AN
S
BE
GI
N
TR
AN
S
BE
GI
N
1.26
%
2.0
%
TR
AN
S
EN
D
2.0
%
TR
AN
S
EN
D
2.0
%2.0
%
TO BE ADJUSTED
EXIST MANHOLE
TO BE ADJUSTED
EXIST MANHOLE
GATE
ADJ VEHICLE GATE
ADJ VEHICLE
GATE
ADJ VEHICLE
GATE
ADJ VEHICLE
GATE
ADJ VEHICLEGATE
ADJ VEHICLE
STA 11+51.00,8.5'LT
PROP 2' CURB CUT
STA 12+52.00,8.5'LT
PROP 2' CURB CUT
STA 11+51.00, 13.5'RT
1 - 2' X 7" OPENING
COSA SIDEWALK DRAIN
4' SDWLK
8.5' LN
8.5' LN
1630
SA
N
PA
TRI
CI
O
ST
HE
RN
AN
DE
Z
SE
LE
NA
MA
RI
BE
L
PI
D: 379805
TYPE I
TYPE I
K:\
CO
SA
San
Patricio\
RO
AD
WA
Y\
PA
TRI
CI
O_
PP02.dgn
8/11/2017
PR
OP
C
LC
SHEET OF
OFFICE: (210) 341-6200 FAX: (210) 341-6300
415 EMBASSY OAKS - SUITE 205 SAN ANTONIO, TX. 78216
FIRM NUMBER: F-8478
CITY OF SAN ANTONIO
REVISIONS
DATE NO. DESCRIPTION
& ASSOCIATES, LLC
CAMACHO-HERNANDEZ
ROADWAY - PLAN AND PROFILE
PROFILE VIEW LEGEND
________% SUBMITTAL
DRWN. BY:___________ DSGN. BY:___________
PROJECT NO.:____________________________
JAS CHKD. BY:___________JH
DATE:_______________
SHEET NO.:___OF____28
8/11/2017
Transportation & Capital Improvements (TCI) Department
EXI
ST
L
W
SS
G
UE
UT
OHE
OHT
OHET
PLAN VIEW LEGEND
MGR
EXISTING ROW LEFT
EXISTING ROW RIGHT
EXISTING BASELINE
PROPOSED PGL
W
W
T
EXIST UTIL POLE
EXIST WATER METER
EXIST G/W VALVE
EXIST SS MH
EXIST TEL MH
EXIST HYDRANT
PR
OF
ESS
ONAL ENG
NE
ER
S
TATE OF TEX
A
S
91831
JOHN HERNANDEZ
I
I
LICENSE
D
8/11/2017
402020
VERT: 1"= 4'
HORZ: 1"= 40'
010
EXIST UNDERGROUND TELECOM
EXIST UNDERGROUND ELECTRIC
EXIST OVERHEAD TELECOM
EXIST OVERHEAD ELEC & TELECOM
EXIST OVERHEAD ELECTRIC
EXIST GAS
EXIST SANITARY SEWER
EXIST WATER
EXIST MAIL BOX
SIDEWALK RAMP
PROPOSED EDGE OF PAVEMENT
EXISTING FENCE LINE
EXISTING EDGE OF PAVEMENT
EXISTING RIGHT OF WAY
SAN PATRICIO ST
100
14+00 15+00 16+00
PO
T 16
+75.00
W W
W W
W
CP
CP
GUY
EN
D
CO
NS
TR
UC
TI
ON
EL
= 647.73
ST
A 15
+80.61
@ SAN PATRICIO [
EXIST GROUND
[ SAN PATRICIO
PROP
VPI
ST
A. 14
+70.00
EL.
= 649.13
(-) 0.90%
VPI
ST
A. 15
+00.00
EL.
= 648.53
(-) 2.00%
(-) 1.14%
VPI
ST
A. 15
+50.00
EL.
= 647.96
(-) 0.75%
14+00 15+00 16+00
650.00
649.65
648.76
648.12
647.32
649.76
649.31
648.53
647.96
2 2
10
[ SAN PATRICIO
EXIST ROW
EXIST ROW
EXI
ST
RO
W
EXI
ST
RO
W
EXI
ST
RO
W
EXI
ST
RO
W
NU
EV
A
LE
ON
MA
TC
H
LI
NE
ST
A 14
+00
14+00.00 TO END
12
13 14
15 16
17
STA 15+80.61
END PROJECT
1607 SAN PATRICIO ST
JOSE & MARIA ARZOLA
PID: 379792
1615 SAN PATRICIO ST
FERNANDO R. BALLE
PID: 379794
1601 SAN PATRICIO ST
ESTATE OF MARIA R. MARTINEZ
PID: 379791
1611 SAN PATRICIO ST
JESSE G. & AMELIA S. LOPEZ
PID: 379793
1602 SAN PATRICIO ST
ESTATE OF HORTENCIA YANEZ
PID: 379814
1608 SAN PATRICIO ST
LAXSHMI PROPERTIES INC.
PID: 3798131610 SAN PATRICIO ST
EDWARD ROMERO
PID: 379812
1612 SAN PATRICIO ST
DELIA GARCIA & RUBEN REYNA
PID: 379811
MA
TC
H
LI
NE
ST
A 14
+00
644
648
652
656
644
648
652
656
22.6'RT
STA 15+80.46
END CURB
MATCH EXIST SDWLK
END SIDEWALK
24.9'LT
STA 15+80.80
END CURB
MATCH EXIST SDWLK
END SIDEWALK
11.0'LT
STA 15+75.72
BEGIN SIDEWALK
TR
AN
S
EN
D
0.76
%1.27
%
TR
AN
S
EN
D
2.0
%2.0
%
4' SDWLK
8.5' LN
8.5' LN 2.0
%
TR
AN
S
BE
GI
N
2.0
%
TR
AN
S
BE
GI
N
28.0'
RO
W
GATE
ADJ VEHICLE
STA 15+68.00,8.5'LT
PROP 2' CURB CUT
STA 15+60.00, 13.5'RT
1 - 2' X 7" OPENING
COSA SIDEWALK DRAINSAN PATRICIO
1600 >
NUEVO LEON
BY OTHERS
TO BE INSTALLED
R1-1
D3-1 X 2
TYPE I
TYPE I
K:\
CO
SA
San
Patricio\
RO
AD
WA
Y\
PA
TRI
CI
O_I
L01.dgn
8/11/2017
SHEET OF
OFFICE: (210) 341-6200 FAX: (210) 341-6300
415 EMBASSY OAKS - SUITE 205 SAN ANTONIO, TX. 78216
FIRM NUMBER: F-8478
CITY OF SAN ANTONIO
REVISIONS
DATE NO. DESCRIPTION
& ASSOCIATES, LLC
CAMACHO-HERNANDEZ
________% SUBMITTAL
DRWN. BY:___________ DSGN. BY:___________
PROJECT NO.:____________________________
JAS CHKD. BY:___________JH
DATE:_______________
SHEET NO.:___OF____28
8/11/2017
Transportation & Capital Improvements (TCI) Department
MGR
PR
OF
ESS
ONAL ENG
NE
ER
S
TATE OF TEX
A
S
91831
JOHN HERNANDEZ
I
I
LICENSE
D
8/11/2017
201010
SCALE: 1"= 20'
05
LEGEND
PROPOSED CONTOUR (0.10' INTERVAL)
DIRECTION OF TRAFFIC
EXISTING ROW
SAN PATRICIO ST
ADDITIONAL INFORMATION.
3. SEE PLAN AND PROFILE SHEETS FOR
INDICATE FACE OF CURB.
2. DIMENSIONS AND REFERENCE POINTS
1. STATION AND OFFSET BASED ON [ PATRICIO
NOTES:
100
CPSS
SS
PP
PP
PP
PP
PPSGN
W
W
WWW
W
10+00 11+00 12+00
651.80
651.90
652.00
652.10
652.20
652.30
652.40
652.50
652.60
652.70
652.80
652.90
653.00
653.10
653.20
653.30
653.40
653.50
653.60
653.70
653.80
653.90
654.00
654.10
654.20
654.30
654.40
654.50
654.60
654.70
654.80
654.90
655.00
655.10
Vol. 12674, Pg. 2243
NCB 6592 BLK 3 LOT 36
1006 S HAMILTON ST
JOSE PASTOR NAVARRETE
PID: 379800
Vol. 4786, Pg. 2002
NCB 6592 BLK 3 LOT 37 & 38
1010 S HAMILTON ST
ALFRED Z. & LUCY E. ORTIZ
PID: 379801
Vol. 642, Pg. 159
NCB 6592 BLK 3 LOT 34 & 35
1631 SAN PATRICIO ST
HERLINDA LARA RESENDEZ
PID: 379799
Vol. 18029, Pg. 1275
NCB 6593 BLK 4 LOT 4
1630 SAN PATRICIO ST
SELENA MARIBEL HERNANDEZ
PID: 379805
Vol. 642, Pg. 159
NCB 6593 BLK 4 LOT 1
1014 S HAMILTON ST
DORA R. CRISTAN
PID: 379802
Vol. 14638, Pg. 1828
NCB 6593 BLK 4 LOT 2
1016 S HAMILTON ST
FLORENCIO III & CLAUDIA CRISTIAN
PID: 379803
Vol. 14638, Pg. 1828
NCB 6593 BLK 4 LOT 3
1018 S HAMILTON ST
FLORENCIO III & CLAUDIA CRISTIAN
PID: 379804
Vol. 3239, Pg. 1555
NCB 6593 BLK 4 LOT 5
1628 SAN PATRICIO ST
ALFREDO P. & IRENE ORTIZ
PID: 379806
INTERSECTION LAYOUT
1 2
11
[ SAN PATRICIOSAN PATRICIO
S
HA
MI
LT
ON
1
2
3
4
5
6
R=10'
7
8
EXIST ROW
EXIST ROW
EXIST ROW
EXIST ROWE
XI
ST
RO
W
EXI
ST
RO
W
EXI
ST
RO
W
EXI
ST
RO
W
S HAMILTON / PATRICIO
R=13'
ELEVATION
MATCH EXIST
ELEVATION
MATCH EXIST
ELEVATION
MATCH EXIST
ELEVATION
MATCH EXIST
K:\
CO
SA
San
Patricio\
RO
AD
WA
Y\
PA
TRI
CI
O_I
L02.dgn
8/11/2017
SHEET OF
OFFICE: (210) 341-6200 FAX: (210) 341-6300
415 EMBASSY OAKS - SUITE 205 SAN ANTONIO, TX. 78216
FIRM NUMBER: F-8478
CITY OF SAN ANTONIO
REVISIONS
DATE NO. DESCRIPTION
& ASSOCIATES, LLC
CAMACHO-HERNANDEZ
________% SUBMITTAL
DRWN. BY:___________ DSGN. BY:___________
PROJECT NO.:____________________________
JAS CHKD. BY:___________JH
DATE:_______________
SHEET NO.:___OF____28
8/11/2017
Transportation & Capital Improvements (TCI) Department
MGR
PR
OF
ESS
ONAL ENG
NE
ER
S
TATE OF TEX
A
S
91831
JOHN HERNANDEZ
I
I
LICENSE
D
8/11/2017
201010
SCALE: 1"= 20'
05
LEGEND
PROPOSED CONTOUR (0.10' INTERVAL)
DIRECTION OF TRAFFIC
EXISTING ROW
SAN PATRICIO ST
ADDITIONAL INFORMATION.
3. SEE PLAN AND PROFILE SHEETS FOR
INDICATE FACE OF CURB.
2. DIMENSIONS AND REFERENCE POINTS
1. STATION AND OFFSET BASED ON [ PATRICIO
NOTES:
100
CP
GUY
SS SS
PP
PP
PP
W
W
15+00 16+00
647.
70647.
80647.
90
648.
00
648.
10
648.
20
648.
30
648.
40
648.50
648.60
648.70
648.80
648.90
649.00
649.
10
649.
20
649.
30
INTERSECTION LAYOUT
2 2
12
Vol. 642, Pg. 159
NCB 6592 BLK 3 LOT 24 & 25
1611 SAN PATRICIO ST
JESSE G. & AMELIA S. LOPEZ
PID: 379793
Vol. 10374, Pg. 1365
NCB 6592 BLK 3 LOT 22 & 23
1607 SAN PATRICIO ST
JOSE & MARIA ARZOLA
PID: 379792
Vol. 642, Pg. 159
NCB 6592 BLK 3 LOT 20 & 21
1601 SAN PATRICIO ST
ESTATE OF MARIA R. MARTINEZ
PID: 379791
Vol. 642, Pg. 159
NCB 6593 BLK 4 LOT 18 & 19
1602 SAN PATRICIO ST
ESTATE OF HORTENCIA YANEZ
PID: 379814
Vol. 9369, Pg. 1859
NCB 6593 BLK 4 LOT 16 & 17
1608 SAN PATRICIO ST
LAXSHMI PROPERTIES INC.
PID: 379813
Vol. 6570, Pg. 219
NCB 6593 BLK 4 LOT 14 & 15
1610 SAN PATRICIO ST
EDWARD ROMERO
PID: 379812
[ SAN PATRICIOSAN PATRICIO
NU
EV
A
LE
ON
R=10'
1
2
3
4
5
6
7
8
EXI
ST
RO
W
EXI
ST
RO
WE
XI
ST
RO
W
EXI
ST
RO
W
EXIST ROW
EXIST ROW
PATRICIO / NUEVA LEON
R=8'
ELEVATION
MATCH EXIST
ELEVATION
MATCH EXIST
ELEVATION
MATCH EXIST
ELEVATION
MATCH EXIST
1 1
ROADWAY DETAILS
13
SIDEWALK CUTOUT DETAIL
*
**
6" MINIMUM
* 12" DESIRABLE
4'
SI
DE
WA
LK
BACK OF CURB
FACE OF CURB
45°
OBJECT
ENCROACHING
SI
DE
WA
LK
32"
MI
N
BACK OF SIDEWALK
NTS
ENCROACHMENT AT OBJECT
4"
2'
2' CURB CUT DETAIL
NTS
ELEVATION VIEW
K:\
CO
SA
San
Patricio\
RO
AD
WA
Y\
PA
TRI
CI
O_
RD
WY_
DE
T01.dgn
8/11/2017
SHEET OF
OFFICE: (210) 341-6200 FAX: (210) 341-6300
415 EMBASSY OAKS - SUITE 205 SAN ANTONIO, TX. 78216
FIRM NUMBER: F-8478
CITY OF SAN ANTONIO
REVISIONS
DATE NO. DESCRIPTION
& ASSOCIATES, LLC
CAMACHO-HERNANDEZ
________% SUBMITTAL
DRWN. BY:___________ DSGN. BY:___________
PROJECT NO.:____________________________
JAS CHKD. BY:___________JH
DATE:_______________
SHEET NO.:___OF____28
8/11/2017
Transportation & Capital Improvements (TCI) Department
MGR
PR
OF
ESS
ONAL ENG
NE
ER
S
TATE OF TEX
A
S
91831
JOHN HERNANDEZ
I
I
LICENSE
D
8/11/2017
SAN PATRICIO ST
100
K:\
CO
SA
San
Patricio\
RO
AD
WA
Y\
PA
TRI
CI
O_
XS
EC_
SH
EE
TS.dgn
8/11/2017
SHEET OF
OFFICE: (210) 341-6200 FAX: (210) 341-6300
415 EMBASSY OAKS - SUITE 205 SAN ANTONIO, TX. 78216
FIRM NUMBER: F-8478
CITY OF SAN ANTONIO
REVISIONS
DATE NO. DESCRIPTION
& ASSOCIATES, LLC
CAMACHO-HERNANDEZ
________% SUBMITTAL
DRWN. BY:___________ DSGN. BY:___________
PROJECT NO.:____________________________
JAS CHKD. BY:___________JH
DATE:_______________
SHEET NO.:___OF____28
1055 0
VERT: 1"= 2'
HORZ: 1"= 10'
8/11/2017
Transportation & Capital Improvements (TCI) Department
MGR
PR
OF
ESS
ONAL ENG
NE
ER
S
TATE OF TEX
A
S
91831
JOHN HERNANDEZ
I
I
LICENSE
D
8/11/2017
01020 10 20 30 403040 505060
60 50 40 30 20 10 0 10 20 30 40 50
SAN PATRICIO ST
100
18.5' 21.4'
[ PATRICIO
0.4%1.2%
655.37
GU
T=
GU
T=
655.03
655.10
FE
NC
E
12.9'
2.0%
8.5 '
74:1
GU
T=
653.22
TO
C=
653.55
FE
NC
E
15.6'
653.39
[ PATRICIO
2.0%
8.5 '
23:1
GU
T=
653.22
TO
C=
653.55
FE
NC
E
12.7'
2.0%
8.5 '
14.0
%
GU
T=
652.83
TO
C=
652.89
FE
NC
E15.5'
653.00
[ PATRICIO
2.0%
8.5 '
4:1
GU
T=
652.83
TO
C=
653.17
1.0'
14
1 10
CROSS SECTIONS
ROADWAY/DRIVEWAY
STA 10+91 TO STA 11+70
656 656
658 658
10+91.19
654 654
656 656
11+50.00
654 654
656 656
11+70.00
1
1010 S HAMILTON
FE
NC
E
12.7'
2.0%
8.5 '
13:1
GU
T=
652.37
TO
C=
652.71
FE
NC
E
15.2'
652.54
[ PATRICIO
2.0%
8.5 '
14.0
%
GU
T=
652.37
TO
C=
652.43
FE
NC
E
12.7'
2.0%
8.5 '
35:1
GU
T=
652.26
TO
C=
652.59 FE
NC
E
15.0'
652.43
[ PATRICIO
2.0%
8.5 '
3:1
GU
T=
652.26
TO
C=
652.31
K:\
CO
SA
San
Patricio\
RO
AD
WA
Y\
PA
TRI
CI
O_
XS
EC_
SH
EE
TS.dgn
8/11/2017
SHEET OF
OFFICE: (210) 341-6200 FAX: (210) 341-6300
415 EMBASSY OAKS - SUITE 205 SAN ANTONIO, TX. 78216
FIRM NUMBER: F-8478
CITY OF SAN ANTONIO
REVISIONS
DATE NO. DESCRIPTION
& ASSOCIATES, LLC
CAMACHO-HERNANDEZ
________% SUBMITTAL
DRWN. BY:___________ DSGN. BY:___________
PROJECT NO.:____________________________
JAS CHKD. BY:___________JH
DATE:_______________
SHEET NO.:___OF____28
1055 0
VERT: 1"= 2'
HORZ: 1"= 10'
8/11/2017
Transportation & Capital Improvements (TCI) Department
MGR
PR
OF
ESS
ONAL ENG
NE
ER
S
TATE OF TEX
A
S
91831
JOHN HERNANDEZ
I
I
LICENSE
D
8/11/2017
01020 10 20 30 403040 505060
60 50 40 30 20 10 0 10 20 30 40 50
SAN PATRICIO ST
100
654 654
656 656
11+94.00
652 652
654 654
656 656
12+00.00
2
1630 SAN PATRICIO
15
102STA 11+94 TO STA 12+00
CROSS SECTIONS
ROADWAY/DRIVEWAY
FE
NC
E
12.7'
2.0%
8.5 '
4.6%
GU
T=
651.99
TO
C=
652.04 FE
NC
E
15.1'
652.16
[ PATRICIO
2.0%
8.5 '
7:1
GU
T=
651.99
TO
C=
652.32
FE
NC
E
12.6'
2.0%
8.5 '
14.0
%
GU
T=
651.60
TO
C=
651.66
FE
NC
E
15.2'
651.77
[ PATRICIO
2.0%
8.5 '
14:1
GU
T=
651.60
TO
C=
651.94
0.9'
111
FE
NC
E
110
12.5'
710
712
2.0%
8.5 '
71371118:1
GU
T=
651.41
TO
C=
651.74
111
FE
NC
E
110
15.3'
651.58
[ PATRICIO
710
712
2.0%
8.5 '
713711
787
14.0
%
788
GU
T=
651.41
TO
C=
651.47
0.6'
K:\
CO
SA
San
Patricio\
RO
AD
WA
Y\
PA
TRI
CI
O_
XS
EC_
SH
EE
TS.dgn
8/11/2017
SHEET OF
OFFICE: (210) 341-6200 FAX: (210) 341-6300
415 EMBASSY OAKS - SUITE 205 SAN ANTONIO, TX. 78216
FIRM NUMBER: F-8478
CITY OF SAN ANTONIO
REVISIONS
DATE NO. DESCRIPTION
& ASSOCIATES, LLC
CAMACHO-HERNANDEZ
________% SUBMITTAL
DRWN. BY:___________ DSGN. BY:___________
PROJECT NO.:____________________________
JAS CHKD. BY:___________JH
DATE:_______________
SHEET NO.:___OF____28
1055 0
VERT: 1"= 2'
HORZ: 1"= 10'
8/11/2017
Transportation & Capital Improvements (TCI) Department
MGR
PR
OF
ESS
ONAL ENG
NE
ER
S
TATE OF TEX
A
S
91831
JOHN HERNANDEZ
I
I
LICENSE
D
8/11/2017
01020 10 20 30 403040 505060
60 50 40 30 20 10 0 10 20 30 40 50
SAN PATRICIO ST
100
652 652
654 654
656 656
12+14.00
652 652
654 654
12+34.00
652 652
654 654
12+44.00
3
4
5
1631 SAN PATRICIO
1627 SAN PATRICIO
1626 SAN PATRICIO
16
103STA 12+14 TO STA 12+44
CROSS SECTIONS
ROADWAY/DRIVEWAY
FE
NC
E
12.5'
2.0%
8.5 '
61:1
GU
T=
651.32
TO
C=
651.65
FE
NC
E
15.3'
651.49
[ PATRICIO
2.0%
8.5 '
13.5
%
GU
T=
651.32
TO
C=
651.38
FE
NC
E
12.3'
2.0%
8.5 '
28:1
GU
T=
651.07
TO
C=
651.40
FE
NC
E
15.1'
651.24
[ PATRICIO
2.0%
8.5 '
14.0
%
GU
T=
651.07
TO
C=
651.13
2.3
14.0
%
'
FE
NC
E
12.2'
2.0%
8.5 '
GU
T=
650.89
TO
C=
650.95
FE
NC
E
14.9'
651.06
[ PATRICIO
2.0%
8.5 '
8:1
GU
T=
650.89
TO
C=
651.22
K:\
CO
SA
San
Patricio\
RO
AD
WA
Y\
PA
TRI
CI
O_
XS
EC_
SH
EE
TS.dgn
8/11/2017
SHEET OF
OFFICE: (210) 341-6200 FAX: (210) 341-6300
415 EMBASSY OAKS - SUITE 205 SAN ANTONIO, TX. 78216
FIRM NUMBER: F-8478
CITY OF SAN ANTONIO
REVISIONS
DATE NO. DESCRIPTION
& ASSOCIATES, LLC
CAMACHO-HERNANDEZ
________% SUBMITTAL
DRWN. BY:___________ DSGN. BY:___________
PROJECT NO.:____________________________
JAS CHKD. BY:___________JH
DATE:_______________
SHEET NO.:___OF____28
1055 0
VERT: 1"= 2'
HORZ: 1"= 10'
8/11/2017
Transportation & Capital Improvements (TCI) Department
MGR
PR
OF
ESS
ONAL ENG
NE
ER
S
TATE OF TEX
A
S
91831
JOHN HERNANDEZ
I
I
LICENSE
D
8/11/2017
01020 10 20 30 403040 505060
60 50 40 30 20 10 0 10 20 30 40 50
SAN PATRICIO ST
100
652 652
654 654
12+50.00
652 652
654 654
12+68.00
652 652
654 654
12+84.00
6
7
1624 SAN PATRICIO
1623 SAN PATRICIO
17
104STA 12+50 TO STA 12+84
CROSS SECTIONS
ROADWAY/DRIVEWAY
FE
NC
E
12.0'
2.0%
8.5 '
68:1
GU
T=
650.63
TO
C=
650.96 F
EN
CE
14.9'
650.80
[ PATRICIO
2.0%
8.5 '
6:1
GU
T=
650.63
TO
C=
650.96
FE
NC
E
11.9'
2.0%
8.5 '
47:1
GU
T=
650.50
TO
C=
650.83 F
EN
CE
14.8'
650.67
[ PATRICIO
2.0%
8.5 '
14.0
%
GU
T=
650.50
TO
C=
650.56
2.9'
FE
NC
E
11.8'
2.0%
8.5 '
GU
T=
650.36
TO
C=
650.42 F
EN
CE
14.8'
650.53
[ PATRICIO
2.0%
8.5 '
5:1
GU
T=
650.36
TO
C=
650.70
0.7'
14.0
%
K:\
CO
SA
San
Patricio\
RO
AD
WA
Y\
PA
TRI
CI
O_
XS
EC_
SH
EE
TS.dgn
8/11/2017
SHEET OF
OFFICE: (210) 341-6200 FAX: (210) 341-6300
415 EMBASSY OAKS - SUITE 205 SAN ANTONIO, TX. 78216
FIRM NUMBER: F-8478
CITY OF SAN ANTONIO
REVISIONS
DATE NO. DESCRIPTION
& ASSOCIATES, LLC
CAMACHO-HERNANDEZ
________% SUBMITTAL
DRWN. BY:___________ DSGN. BY:___________
PROJECT NO.:____________________________
JAS CHKD. BY:___________JH
DATE:_______________
SHEET NO.:___OF____28
1055 0
VERT: 1"= 2'
HORZ: 1"= 10'
8/11/2017
Transportation & Capital Improvements (TCI) Department
MGR
PR
OF
ESS
ONAL ENG
NE
ER
S
TATE OF TEX
A
S
91831
JOHN HERNANDEZ
I
I
LICENSE
D
8/11/2017
01020 10 20 30 403040 505060
60 50 40 30 20 10 0 10 20 30 40 50
SAN PATRICIO ST
100
652 652
654 654
13+00.00
652 652
654 654
13+09.00
652 652
654 654
13+19.00
8
9
1622 SAN PATRICIO
1623 SAN PATRICIO
18
105STA 13+00 TO STA 13+19
CROSS SECTIONS
ROADWAY/DRIVEWAY
FE
NC
E
12.7'
2.0%
8.5 '
286:1
GU
T=
650.04
TO
C=
650.37 FE
NC
E
14.7'
650.21
[ PATRICIO
2.0%
8.5 '
5:1
GU
T=
650.04
TO
C=
650.37
FE
NC
E
13.2'
2.0%
8.5 '
7.2%
GU
T=
649.90
TO
C=
649.95
FE
NC
E
14.6'
650.07
[ PATRICIO
2.0%
8.5 '
14.0
%
GU
T=
649.90
TO
C=
649.95
K:\
CO
SA
San
Patricio\
RO
AD
WA
Y\
PA
TRI
CI
O_
XS
EC_
SH
EE
TS.dgn
8/11/2017
SHEET OF
OFFICE: (210) 341-6200 FAX: (210) 341-6300
415 EMBASSY OAKS - SUITE 205 SAN ANTONIO, TX. 78216
FIRM NUMBER: F-8478
CITY OF SAN ANTONIO
REVISIONS
DATE NO. DESCRIPTION
& ASSOCIATES, LLC
CAMACHO-HERNANDEZ
________% SUBMITTAL
DRWN. BY:___________ DSGN. BY:___________
PROJECT NO.:____________________________
JAS CHKD. BY:___________JH
DATE:_______________
SHEET NO.:___OF____28
1055 0
VERT: 1"= 2'
HORZ: 1"= 10'
8/11/2017
Transportation & Capital Improvements (TCI) Department
MGR
PR
OF
ESS
ONAL ENG
NE
ER
S
TATE OF TEX
A
S
91831
JOHN HERNANDEZ
I
I
LICENSE
D
8/11/2017
01020 10 20 30 403040 505060
60 50 40 30 20 10 0 10 20 30 40 50
SAN PATRICIO ST
100
650 650
652 652
654 654
13+50.00
650 650
652 652
654 654
13+66.00
10
1619 SAN PATRICIO
19
106STA 13+50 TO STA 13+66
CROSS SECTIONS
ROADWAY/DRIVEWAY
FE
NC
E
13.2'
2.0%
8.5 '
7.4%
GU
T=
649.89
TO
C=
649.94
FE
NC
E
14.6'
650.06
[ PATRICIO
2.0%
8.5 '
14.0
%
GU
T=
649.89
TO
C=
649.94
0.8'
FE
NC
E
13.4'
2.0%
8.5 '
43:1
GU
T=
649.59
TO
C=
649.92
FE
NC
E
14.9'
649.76
[ PATRICIO
2.0%
8.5 '
982:1
GU
T=
649.59
TO
C=
649.92
FE
NC
E
13.3'
2.0%
8.5 '
10.1%
GU
T=
649.48
TO
C=
649.54
FE
NC
E
15.0'
649.65
[ PATRICIO
2.0%
8.5 '
10.2
%
GU
T=
649.48
TO
C=
649.54
K:\
CO
SA
San
Patricio\
RO
AD
WA
Y\
PA
TRI
CI
O_
XS
EC_
SH
EE
TS.dgn
8/11/2017
SHEET OF
OFFICE: (210) 341-6200 FAX: (210) 341-6300
415 EMBASSY OAKS - SUITE 205 SAN ANTONIO, TX. 78216
FIRM NUMBER: F-8478
CITY OF SAN ANTONIO
REVISIONS
DATE NO. DESCRIPTION
& ASSOCIATES, LLC
CAMACHO-HERNANDEZ
________% SUBMITTAL
DRWN. BY:___________ DSGN. BY:___________
PROJECT NO.:____________________________
JAS CHKD. BY:___________JH
DATE:_______________
SHEET NO.:___OF____28
1055 0
VERT: 1"= 2'
HORZ: 1"= 10'
8/11/2017
Transportation & Capital Improvements (TCI) Department
MGR
PR
OF
ESS
ONAL ENG
NE
ER
S
TATE OF TEX
A
S
91831
JOHN HERNANDEZ
I
I
LICENSE
D
8/11/2017
01020 10 20 30 403040 505060
60 50 40 30 20 10 0 10 20 30 40 50
SAN PATRICIO ST
100
650 650
652 652
654 654
13+67.00
650 650
652 652
14+00.00
650 650
652 652
14+12.00
11
12
1616 SAN PATRICIO
1615 SAN PATRICIO
20
107STA 13+67 TO STA 14+12
CROSS SECTIONS
ROADWAY/DRIVEWAY
FE
NC
E
13.3'
2.0%
8.5 '
8.4%
GU
T=
649.47
TO
C=
649.52
FE
NC
E
15.0'
649.64
[ PATRICIO
2.0%
8.5 '
10.3
%
GU
T=
649.47
TO
C=
649.52
FE
NC
E
13.9'
2.0%
8.5 '
21:1
GU
T=
649.14
TO
C=
649.48
FE
NC
E
15.0'
649.31
[ PATRICIO
2.0%
8.5 '
17:1
GU
T=
649.14
TO
C=
649.48
FE
NC
E
14.5'
2.0%
8.5 '
13.2%
GU
T=
648.97
TO
C=
649.03
FE
NC
E
15.0'
649.14
[ PATRICIO
2.0%
8.5 '
14.0
%
GU
T=
648.97
TO
C=
649.03
1.6'
K:\
CO
SA
San
Patricio\
RO
AD
WA
Y\
PA
TRI
CI
O_
XS
EC_
SH
EE
TS.dgn
8/11/2017
SHEET OF
OFFICE: (210) 341-6200 FAX: (210) 341-6300
415 EMBASSY OAKS - SUITE 205 SAN ANTONIO, TX. 78216
FIRM NUMBER: F-8478
CITY OF SAN ANTONIO
REVISIONS
DATE NO. DESCRIPTION
& ASSOCIATES, LLC
CAMACHO-HERNANDEZ
________% SUBMITTAL
DRWN. BY:___________ DSGN. BY:___________
PROJECT NO.:____________________________
JAS CHKD. BY:___________JH
DATE:_______________
SHEET NO.:___OF____28
1055 0
VERT: 1"= 2'
HORZ: 1"= 10'
8/11/2017
Transportation & Capital Improvements (TCI) Department
MGR
PR
OF
ESS
ONAL ENG
NE
ER
S
TATE OF TEX
A
S
91831
JOHN HERNANDEZ
I
I
LICENSE
D
8/11/2017
01020 10 20 30 403040 505060
60 50 40 30 20 10 0 10 20 30 40 50
SAN PATRICIO ST
100
650 650
652 652
14+14.00
650 650
652 652
14+50.00
650 650
652 652
14+69.00
13
14
1612 SAN PATRICIO
1610 SAN PATRICIO
21
108STA 14+14 TO STA 14+69
CROSS SECTIONS
ROADWAY/DRIVEWAY
FE
NC
E
14.5'
2.0%
8.5 '
13.1%
GU
T=
648.96
TO
C=
649.02
FE
NC
E
15.0'
649.13
[ PATRICIO
2.0%
8.5 '
14.0
%
GU
T=
648.96
TO
C=
649.02
FE
NC
E
14.4'
2.0%
8.5 '
12:1
GU
T=
648.36
TO
C=
648.69
FE
NC
E
15.0'
648.53
[ PATRICIO
2.0%
8.5 '
4843:1
GU
T=
648.36
TO
C=
648.69
FE
NC
E
14.2'
2.0%
8.5 '
10.8%
GU
T=
648.18
TO
C=
648.23
FE
NC
E
15.0'
648.35
[ PATRICIO
2.0%
8.5 '
14.0
%
GU
T=
648.18
TO
C=
648.23
K:\
CO
SA
San
Patricio\
RO
AD
WA
Y\
PA
TRI
CI
O_
XS
EC_
SH
EE
TS.dgn
8/11/2017
SHEET OF
OFFICE: (210) 341-6200 FAX: (210) 341-6300
415 EMBASSY OAKS - SUITE 205 SAN ANTONIO, TX. 78216
FIRM NUMBER: F-8478
CITY OF SAN ANTONIO
REVISIONS
DATE NO. DESCRIPTION
& ASSOCIATES, LLC
CAMACHO-HERNANDEZ
________% SUBMITTAL
DRWN. BY:___________ DSGN. BY:___________
PROJECT NO.:____________________________
JAS CHKD. BY:___________JH
DATE:_______________
SHEET NO.:___OF____28
1055 0
VERT: 1"= 2'
HORZ: 1"= 10'
8/11/2017
Transportation & Capital Improvements (TCI) Department
MGR
PR
OF
ESS
ONAL ENG
NE
ER
S
TATE OF TEX
A
S
91831
JOHN HERNANDEZ
I
I
LICENSE
D
8/11/2017
01020 10 20 30 403040 505060
60 50 40 30 20 10 0 10 20 30 40 50
SAN PATRICIO ST
100
650 650
652 652
14+70.00
650 650
652 652
15+00.00
648 648
650 650
652 652
15+16.00
15
16 17
1611 SAN PATRICIO
1607 SAN PATRICIO 1608 SAN PATRICIO
22
109STA 14+70 TO STA 15+16
CROSS SECTIONS
ROADWAY/DRIVEWAY
FE
NC
E
13.7'
1.6%
8.5 '
413:1
GU
T=
647.82
TO
C=
648.16
FE
NC
E
15.2'
647.96
[ PATRICIO
1.9%
8.5 '
21:1
GU
T=
647.80
TO
C=
648.13
18.4' 16.6'
[ PATRICIO
0.8%1.3%
647.53
GU
T=
GU
T=
647.88
647.73
K:\
CO
SA
San
Patricio\
RO
AD
WA
Y\
PA
TRI
CI
O_
XS
EC_
SH
EE
TS.dgn
8/11/2017
SHEET OF
OFFICE: (210) 341-6200 FAX: (210) 341-6300
415 EMBASSY OAKS - SUITE 205 SAN ANTONIO, TX. 78216
FIRM NUMBER: F-8478
CITY OF SAN ANTONIO
REVISIONS
DATE NO. DESCRIPTION
& ASSOCIATES, LLC
CAMACHO-HERNANDEZ
________% SUBMITTAL
DRWN. BY:___________ DSGN. BY:___________
PROJECT NO.:____________________________
JAS CHKD. BY:___________JH
DATE:_______________
SHEET NO.:___OF____28
1055 0
VERT: 1"= 2'
HORZ: 1"= 10'
8/11/2017
Transportation & Capital Improvements (TCI) Department
MGR
PR
OF
ESS
ONAL ENG
NE
ER
S
TATE OF TEX
A
S
91831
JOHN HERNANDEZ
I
I
LICENSE
D
8/11/2017
01020 10 20 30 403040 505060
60 50 40 30 20 10 0 10 20 30 40 50
SAN PATRICIO ST
100
648 648
650 650
15+50.00
648 648
650 650
15+80.61
23
1010STA 15+50 TO STA 15+81
CROSS SECTIONS
ROADWAY/DRIVEWAY
DATE:__________________
SHEET NO.:_____OF_____
PROJECT NO.:___________________________________
V. VASQUEZ DSGN. BY:_____________ R.S. HOSSEINI, P.E.DRWN. BY:____________
________% SUBMITTAL
CHKD. BY:__________________
8/11/2017
28
PL
22
2
PL
PL
1
1
PL
1
22
1
2
PL
1
1
PL
22
2
2
2
2
2
2
2
1
2
2
2
1
24
TYPICAL RESIDENTIAL DRIVEWAY SECTION
TYPICAL RESIDENTIAL DRIVEWAY SECTION
TYPICAL COMMERCIAL DRIVEWAY SECTION
CONCRETE DRIVEWAY NOTES
TYPICAL RESIDENTIAL DRIVEWAY SECTION
TYPICAL RESIDENTIAL DRIVEWAY SECTION
TYPICAL COMMERCIAL DRIVEWAY SECTION
DRIVEWAY - CONCRETE RETAINING WALL
CURB PROFILE AT DRIVEWAY
TYPICAL DRIVEWAY PLAN VIEW
CURB PROFILE AT DRIVEWAY
TYPICAL DRIVEWAY PLAN VIEW
CAPITAL IMPROVEMENTS MANAGEMENT SERVICES DEPARTMENT
CITY OF SAN ANTONIO
4' SIDEWALK DRIVEWAY APRON LENGTH DRIVEWAY
PENETRATION
SEE NOTE 1
AS SHOWN ON PLANS
CURB & SIDEWALKBEYOND
LOW CURB
5" CLASS "A" CONCRETE
#3 BARS 12" O.C. BOTH WAYS
SHEETS (ITEM 303)
2%MAX.
14%MAX.
WITH SIDEWALK ABUTTING CURB
ITEM 503.1
1 / 2"
(ITEM 301) OR 6" x 6" W/ D5 xW/ D5 WELDED WIRE FLAT
4' SIDEWALK DRIVEWAY APRON LENGTH
AS SHOWN ON PLANS
DRIVEWAY
SEE NOTE 1
PENETRATION
5" CLASS "A" CONCRETE
CURB & SIDEWALKBEYOND
LOW CURB
2%MAX.
7%MAX.(G1)
7"
MIN., S
EE N
OT
E 2
#3 BARS 12" O.C. BOTH WAYS
SHEETS (ITEM 303)THE ALGEBRAIC DIFFERENCE OF G1 & G2 SHALL BE 14% OR LESS
ITEM 503.1
1 / 2"
(G2)
(ITEM 301) OR 6" x 6" W/ D5 x W/ D5 WELDED WIRE FLAT
WHERE PROPERTY IS LOWER THAN STREET & SIDEWALK IS ABUTTING CURB
4' SIDEWALK DRIVEWAY APRON LENGTH DRIVEWAY
SEE NOTE 1
PENETRATIONAS SHOWN ON PLANS
CURB & SIDEWALKBEYOND
6" CLASS "A" CONCRETE
14%MAX.
2%MAX.
1 / 2"
#4 BARS 12" O.C. BOTH WAYS
SHEETS (ITEM 303)
LOW CURB
WITH SIDEWALK ABUTTING CURB
ITEM 503.2
(ITEM 301) OR 6" x 6" W/ D10 xW/ D10 WELDED WIRE FLAT
1. DRIVEWAY PENETRATION REFERS TO A PORTION OF THE DRIVEWAY THAT MAY BE NECESSARY TO RECONSTRUCT WITHIN PRIVATE PROPERTY TO COMPLY
WITH A MAXIMUM DRIVEWAY SLOPE. THIS PORTION OF THE DRIVEWAY SHALL BE PAID FOR UNDER THE FOLLOWING ITEMS AS MAY APPLY:
A.) CONCRETE DRIVEWAY PAID FOR UNDER ITEM NO. 503.1 OR 503.2.
C.) GRAVEL DRIVEWAY PAID FOR UNDER ITEM NO. 503.5 AND SHALL INCLUDE A MINIMUM OF 6" FLEXIBLE BASE
2. 7" MINIMUM HEIGHT WILL NOT NECESSARILY OCCUR AT THE PROPERTY LINE. IT MAY OCCUR WITHIN THE RIGHT OF WAY OR WITHIN THE DRIVEWAY
PENETRATION ON PRIVATE PROPERTY.
ENGINEER, THE WIDTH SHALL BE WITHIN THE FOLLOWING VALUES:
3. THE PROPOSED DRIVEWAY SHOULD MATCH THE EXISTING WIDTH AT THE PROPERTY LINE BUT UNLESS AUTHORIZED BY THE CITY TRAFFIC
4. FOR LOCAL TYPE "A" STREETS, SIDEWALK SHALL HAVE A MINIMUM WIDTH OF 4' AND IF SEPARATED FROM THE CURB, THE SIDEWALK SHALL BE LOCATED A
MINIMUM OF 2' FROM THE BACK OF CURB.
OR, AS AN OPTION, THE SIDEWALK SHALL HAVE A MINIMUM WIDTH OF 6' WHEN LOCATED AT THE BACK OF CURB.
5. FOR OTHER THAN LOCAL TYPE "A" STREETS, THE SIDEWALK SHALL HAVE A MINIMUM WIDTH OF 4' AND SEPARATED A MINIMUM OF 2' FROM THE BACK OF CURB
6. DUMMY JOINTS PARALLEL TO THE CURB SHALL BE PLACED WHERE THE SIDEWALK MEETS THE DRIVEWAY. DUMMY JOINTS PERPENDICULAR TO THE
CURB, AND WITHIN THE BOUNDARIES OF THE PARALLEL DUMMY JOINTS, SHALL BE PLACED AT INTERVALS EQUAL TO THE WIDTH OF THE SIDEWALK.
7. A MINIMUM OF TWO ROUND AND SMOOTH DOWEL BARS 3 /8" IN DIAMETER AND 18" IN LENGTH SHALL BE SPACED 18" APART AT EACH EXPANSION JOINT.
8. SIDEWALK RAMP LENGTHS SHALL BE OF SUFFICIENT LENGTH TO MAINTAIN 8.33% (1:12) MAXIMUM SLOPE. WHERE SIDEWALKS CROSS DRIVEWAYS,
TYPE
RESIDENTIAL
COMMERCIAL - ONE WAY
COMMERCIAL - TWO WAY 30'
20'
20'10'
12'
24'
MINIMUMMAXIMUM
B.) ASPHALTIC CONCRETE DRIVEWAY PAID FOR UNDER ITEM NO. 503.4 AND SHALL INCLUDE A MINIMUM OF 1" ASPHALT TYPE 'D' & 6" FLEXIBLE BASE
2' 4' SIDEWALK DRIVEWAY APRON DRIVEWAY
PENETRATIONLENGTH AS SHOWN
ON PLANS SEE NOTE 1
SIDEWALKCURB AND
BEYOND
MINIMUM
1 / 2"
LOW CURB
2% MAX.
5" CLASS "A" CONCRETE
2% MAX.14% MAX.
#3 BARS 12" O.C. BOTH WAYS
SHEETS (ITEM 303) 8% MAX. TO THE EDGE OF THE SIDEWALK IF SIDEWALK SEPARATION
IS 4' OR GREATER.
WITH SIDEWALK SEPARATED FROM CURB
ITEM 503.1
(ITEM 301) OR 6" x 6" W/ D5x W/ D5 WELDED WIRE FLAT
2'
MINIMUM
4' SIDEWALK DRIVEWAY APRON
LENGTH AS SHOWN
ON PLANS
DRIVEWAY
PENETRATION
SEE NOTE 1
5" CLASS "A" CONCRETE
CURB AND
SIDEWALK
BEYOND
7"
MIN., S
EE N
OT
E 2
#3 BARS 12" O.C. BOTH WAYS
SHEETS (ITEM 303) 8% MAX. TO THE EDGE OF THE SIDEWALK IF SIDEWALK SEPARATION
THE ALGEBRAIC DIFFERENCE OF G1 & G2 SHALL BE 14% OR LESS
(G2) 7% MAX.(G1)2% MAX.
2% MAX.
1 / 2"
IS 4' OR GREATER.
LOW CURB
WHERE PROPERTY IS LOWER THAN STREET & SIDEWALK IS SEPARATED FROM CURB
ITEM 503.1
(ITEM 301) OR 6" x 6" W/ D5x W/ D5 WELDED WIRE FLAT
2' 4' SIDEWALK DRIVEWAY APRON DRIVEWAY
PENETRATION
SEE NOTE 1ON PLANS
LENGTH AS SHOWN
CURB ANDSIDEWALKBEYOND
6" CLASS "A" CONCRETE
14%MAX.
2%MAX.
LOW CURB
2%MAX.
8% MAX. TO THE EDGE OF THE SIDEWALK IF SIDEWALK SEPARATION
IS 4' OR GREATER.
#4 BARS 12" O.C. BOTH WAYS
SHEETS (ITEM 303)
WITH SIDEWALK SEPARATED FROM CURB
ITEM 503.2
MINIMUM
1 / 2"
(ITEM 301) OR 6" x 6" W/ D10x W/ D10 WELDED WIRE FLAT
6"
3 / 4" CHAMFER
6" MINIMUM - 12" MAXIMUM
12" MINIMUM - 18" MAXIMUMBELOW FINISHED GRADE
NOTE:
12"
2 - #4 BARS CONTINUOUS
#3 BARS @ 12" O.C. MAXIMUM
2 - #4 BARS CONTINUOUS
SLOPE (1:12)
MAXIMUM
VARIES
1' RAD.
VARIES
SEE NOTE 3
VARIES
TOP OF ASPHALT PAVEMENT
SLOPE (1:12)
MAXIMUM
1' RAD.
RESIDENTIAL : 2' MAXIMUM;COMMERCIAL: SEE PLAN VIEW
WITH SIDEWALK ABUTTING CURB
1 / 2"
2' MAX.
RESIDENTIAL
VARIES
SEE NOTE 3
SLOPE(1:12)
MAX.
CURB
SEE NOTE 6DUMMY JOINTS
DRIVEWAYCONCRETE1
4% M
AX.
2% M
AX.
EXPANSION JOINT
SEE NOTE 7
SID
EW
AL
K
4'
MIN.V
ARIE
S
SLOPE(1:12)
MAX.
WITH SIDEWALK ABUTTING CURB
o 45 FOR COMMERCIAL DRIVEWAY
2'
2'
4' - 0"
1' RAD.
VARIES VARIES
SEE NOTE 3
VARIES
COMMERCIAL: SEE PLAN VIEWRESIDENTIAL : 2' MAXIMUM;
WITH SIDEWALK SEPARATED FROM CURB
TOP OF ASPHALT PAVEMENT
4' - 0"
1' RAD.
1 / 2"
7"
7"
2' MAX.
RESIDENTIAL
EXPANSION JOINTSEE NOTE 7
SLOPE (1:12)
MAX.
SID
EW
AL
K
4'
MIN.
VA
RIE
S
SEE NOTE 42' MIN.
OR CYPRESS WOOD JOINT
MAX.
SLOPE (1:12)
CONCRETE
14
%
MA
X.
SEE NOTE 3
VARIES
2% M
AX.
MA
X.
2%
DUMMY JOINTSSEE NOTE 6
8% MAX. TO THE EDGE OF THE SIDEWALK IF SIDEWALK SEPARATION
IS 4' OR GREATER.
4'4' CURB
DRIVEWAY
2'
2'
CONCRETE DRIVEWAY STANDARDS
ASPHALT ORGRAVEL DRIVEWAY
2. CONCRETE RETAINING WALL COMBINATION TYPE SHALL BE USED FORCONCRETE DRIVEWAYS.
1. COST OF REINFORCEMENT TO BE INCLUDED IN UNIT COST OF ITEM 307.1.
OR CYPRESS WOOD JOINT MATERIAL OR 3 / 4" REDWOOD
MATERIAL OR 3 / 4" REDWOOD1 / 2" EXPANSION JOINT
1 / 2" EXPANSION JOINT
MAY 2009
3 / 4" CHAMFER
PROPERTY LINE
PROPERTY LINE
WITH SIDEWALK SEPARATED FROM CURB
SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2%.
9. SIDEWALK RAMP SURFACE SHALL BE BRUSH FINISHED.
ON COMPACTED SUBGRADE
ITEM 307.1
SHALL BE CONSTRUCTED AS SHOWN
TYPE IS REQUIRED AT DRIVEWAYS, IT
WHERE RETAINING WALL COMBINATION
BASE OR ASPHALTIC CONCRETE
BASE
MATERIAL, CEMENT TREATED
2" MINIMUM FLEXIBLE BASE
OR ASPHALTIC CONCRETE BASE
MATERIAL, CEMENT TREATED BASE
2" MINIMUM FLEXIBLE BASE
2" MINIMUM FLEXIBLE BASE
MATERIAL, CEMENT TREATED BASE
OR ASPHALTIC CONCRETE BASE OR ASPHALTIC CONCRETE BASE