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CONSTRUCT
6" CURB AND GUTTER
PER CITY OF FONTANA STD. PLAN
NO.
1000.
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CONSTRUCT
6" CURB PER CITY OF
FONTANA STD. DETAIL NO. 1000.
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NO.
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TKE JOB 4: 101-49
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0Vl1LC: I = I V
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STREET/GRADING CONSTRUCTION NOTES (CONT.):
26 CONSTRUCT 8' BLACK WROUGHT IRON FENCING WITH 8'-6" DECORATIVE SPLIT FACE, 4
FLUTED, 8 BLOCK PILASTERS PER FENCING DETAIL, GRADING SHEET 15.
28 CONSTRUCT 8' SPLIT FACE, 4 FLUTED, 8" BLOCK TRASH ENCLOSURE.
29 CONSTRUCT 8' BLACK MESH SCREENED WROUGHT IRON PEDESTRIAN ACCESS GATE
(39 WIDE).
30 CONSTRUCT DOUBLE 8' BLACK MESH SCREENED WROUGHT IRON GATE (6' WIDE EACH).
34 CONSTRUCT GRATING CATCH BASIN—ALLEY (TRANSVERSE) (2 GRATES) PER STANDARD
PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD DETAIL NO. 305-2V=0.55 NTH
MODIFIED OUTLET TO CONNECT TO UNDER SIDEWALK DISCHARGE STRUCTURE. )
38 CONSTRUCT 8' BLACK WROUGHT IRON ROLLING GATE, 25' WIDE, INCLUDING REQUIRED TRACK
AND 2 HP HEAVY DUTY MOTOR WITH REMOTE ENTRY.
@CONSTRUCT DUAL 8' BLACK WROUGHT IRON SWING GATES, 10' WIDE EACH, AND 1 HP
HEAVY DUTY WALL MOUNTED MOTOR WITH EXIT LOOP DETECTOR, REMOTE ENTRY AND
KEYPAD.
)I— 1011 "M".
JVPILG. I - I V
DETAIL'P':
SCALE: 1" = 10'
STREETfGRADING CONSTRUCTION NOTES (CONT.);
41 CONSTRUCT 10' HEAVY DUN UFT BARRIER ARM WITH 3/4 HP MOTOR AND MAXIMUM OPEN
TIME OF 1.5 SECONDS WITH EXIT LOOP DETECTOR, REMOTE ENTRY AND KEYPAD.
O CONSTRUCT 4" SCHEDULE 40, SDR35 PVC PIPE DRAIN WITH CONNECTION TO DROP
INLET AND EXISTING DRAIN PIPE AND CLEANOUT AT ALL ANGLE POINTS.
45 CONSTRUCT 2—RECTANGULAR CURB DRAINS WITH CONNECTION TO DROP INLET AND
EXISTING CURB DRAINS AND CLEANOUT AT ALL ANGLE POINTS.
Underground Service Alert TKE ENGINEERING, INC. SHOULD CONSTRUC110N OF THE CITY OF FONTANA, CALIFORNIA
SECTION 4216/4217 OF THE GOVERNMENT ���� 2305 CHICAGO AVENUE REQUIRED IMPROVEMENTS NOT
CODE REQUIRES A DIG ALERT IDENTIFlCA710N �y M• RF COMMENCE WITHIN TWO YEARS OF THE GRADING IMPROVEMENT PLANS
�e yy� RIVERSIDE, CA 92507 DATE OF APPROVAL SHOWN HEREON oruwN er: sc�
NUMBER BE ISSUED BEFORE A PERMIT TO � �^ � (951) 680-0440 C�iADIWG IMPROVEMEWT PLANS CAMPUS PARKING LOT IMPROVEMENTS
EXCAVATE WILL BE VALID � ~ Na89984 � � AND CARRIED FORTH IN A DILIGENT 'rMR A3 SHOAN
FOR YOUR DIG ALERT I.D. NUMBER CALL �,9_�12 ERING FAX (951) 680-0490 CAMPUS PARKING LOT PROJECT MANNER, THE CIN ENGINEER MAY �qq� ter; DETAILS SHEET DAM
�
UNDERGROUND SERVICE ALERT , .r REQUIRE REVISIONS TO THE PLANS TO TMR � OCT. 2010
9� ������' L l0-20- to
TOLL FREE 1-800-227-2600 TERRY M BRING THEM INTO CONFORMANCE WITH RENNER R.C.E. No. 69984 CONDITIONS AND STANDARDS IN EFFECT. �� BY: BY: DAM
DAM DRAWING
�� fl27
TWO WORKING DAYS BEFORE YOU DIG Rte, REVISION DESCRIPTION oar acR. an oar EXPIRES: 9-30-12 � c orc�N �.c. � s�a24U9
STREETZGRADING
CONSTRUCTION NOTES:
O2
CONSTRUCT
6" CURB AND GUTTER
PER CITY OF FONTANA STD. PLAN
NO.
1000.
O3
CONSTRUCT
6" CURB PER CITY OF
FONTANA STD. DETAIL NO. 1000.
O4
I v •
SIDEWALK PER CITY OF
I
AS SHOWN.
I
.; '•
I
NO.
1002.
O7
CONSTRUCT
5' CROSS GUTTER PER
CITY OF FONTANA STD. PLAN NO.
403.
@CONSTRUCT
DISCHARGE STRUCTURE
PER CITY OF FONTANA STD. PLAN
NO.
3000.
BENCH MARK N0. 119
16
■l
a
12" WIDE, (4" THICK) VEHICULAR ACCESS WALKWAY PER VEHICULAR
LOCATION:
U
u
ACCESS WALKWAY DETAIL, GRADING
It
n
It
n
@CONSTRUCTCORNER
TREE WELL AND GRATE
PER CITY OF FONTANA STD. PLAN
N0.
5046.
OF SIERRA AVENUE AND ARROW
BOULEVARD.
24
CONSTRUCT
6" CURB AND GUTTER
PER CITY OF FONTANA STD. PLAN
NO.
Al
TKE JOB 4: 101-49
nye ii
0Vl1LC: I = I V
MPTAii
0V/1LG: I = I V
STREET/GRADING CONSTRUCTION NOTES (CONT.):
26 CONSTRUCT 8' BLACK WROUGHT IRON FENCING WITH 8'-6" DECORATIVE SPLIT FACE, 4
FLUTED, 8 BLOCK PILASTERS PER FENCING DETAIL, GRADING SHEET 15.
28 CONSTRUCT 8' SPLIT FACE, 4 FLUTED, 8" BLOCK TRASH ENCLOSURE.
29 CONSTRUCT 8' BLACK MESH SCREENED WROUGHT IRON PEDESTRIAN ACCESS GATE
(39 WIDE).
30 CONSTRUCT DOUBLE 8' BLACK MESH SCREENED WROUGHT IRON GATE (6' WIDE EACH).
34 CONSTRUCT GRATING CATCH BASIN—ALLEY (TRANSVERSE) (2 GRATES) PER STANDARD
PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD DETAIL NO. 305-2V=0.55 NTH
MODIFIED OUTLET TO CONNECT TO UNDER SIDEWALK DISCHARGE STRUCTURE. )
38 CONSTRUCT 8' BLACK WROUGHT IRON ROLLING GATE, 25' WIDE, INCLUDING REQUIRED TRACK
AND 2 HP HEAVY DUTY MOTOR WITH REMOTE ENTRY.
@CONSTRUCT DUAL 8' BLACK WROUGHT IRON SWING GATES, 10' WIDE EACH, AND 1 HP
HEAVY DUTY WALL MOUNTED MOTOR WITH EXIT LOOP DETECTOR, REMOTE ENTRY AND
KEYPAD.
)I— 1011 "M".
JVPILG. I - I V
DETAIL'P':
SCALE: 1" = 10'
STREETfGRADING CONSTRUCTION NOTES (CONT.);
41 CONSTRUCT 10' HEAVY DUN UFT BARRIER ARM WITH 3/4 HP MOTOR AND MAXIMUM OPEN
TIME OF 1.5 SECONDS WITH EXIT LOOP DETECTOR, REMOTE ENTRY AND KEYPAD.
O CONSTRUCT 4" SCHEDULE 40, SDR35 PVC PIPE DRAIN WITH CONNECTION TO DROP
INLET AND EXISTING DRAIN PIPE AND CLEANOUT AT ALL ANGLE POINTS.
45 CONSTRUCT 2—RECTANGULAR CURB DRAINS WITH CONNECTION TO DROP INLET AND
EXISTING CURB DRAINS AND CLEANOUT AT ALL ANGLE POINTS.
Underground Service Alert TKE ENGINEERING, INC. SHOULD CONSTRUC110N OF THE CITY OF FONTANA, CALIFORNIA
SECTION 4216/4217 OF THE GOVERNMENT ���� 2305 CHICAGO AVENUE REQUIRED IMPROVEMENTS NOT
CODE REQUIRES A DIG ALERT IDENTIFlCA710N �y M• RF COMMENCE WITHIN TWO YEARS OF THE GRADING IMPROVEMENT PLANS
�e yy� RIVERSIDE, CA 92507 DATE OF APPROVAL SHOWN HEREON oruwN er: sc�
NUMBER BE ISSUED BEFORE A PERMIT TO � �^ � (951) 680-0440 C�iADIWG IMPROVEMEWT PLANS CAMPUS PARKING LOT IMPROVEMENTS
EXCAVATE WILL BE VALID � ~ Na89984 � � AND CARRIED FORTH IN A DILIGENT 'rMR A3 SHOAN
FOR YOUR DIG ALERT I.D. NUMBER CALL �,9_�12 ERING FAX (951) 680-0490 CAMPUS PARKING LOT PROJECT MANNER, THE CIN ENGINEER MAY �qq� ter; DETAILS SHEET DAM
�
UNDERGROUND SERVICE ALERT , .r REQUIRE REVISIONS TO THE PLANS TO TMR � OCT. 2010
9� ������' L l0-20- to
TOLL FREE 1-800-227-2600 TERRY M BRING THEM INTO CONFORMANCE WITH RENNER R.C.E. No. 69984 CONDITIONS AND STANDARDS IN EFFECT. �� BY: BY: DAM
DAM DRAWING
�� fl27
TWO WORKING DAYS BEFORE YOU DIG Rte, REVISION DESCRIPTION oar acR. an oar EXPIRES: 9-30-12 � c orc�N �.c. � s�a24U9
STREETZGRADING
CONSTRUCTION NOTES:
O2
CONSTRUCT
6" CURB AND GUTTER
PER CITY OF FONTANA STD. PLAN
NO.
1000.
O3
CONSTRUCT
6" CURB PER CITY OF
FONTANA STD. DETAIL NO. 1000.
O4
CONSTRUCT
SIDEWALK PER CITY OF
FONTANA STD. PLAN NO. 1006, WIDTH
AS SHOWN.
@CONSTRUCT
COMMERCIAL DRIVEWAY
PER CITY OF FONTANA STD. PLAN
NO.
1002.
O7
CONSTRUCT
5' CROSS GUTTER PER
CITY OF FONTANA STD. PLAN NO.
403.
@CONSTRUCT
DISCHARGE STRUCTURE
PER CITY OF FONTANA STD. PLAN
NO.
3000.
BENCH MARK N0. 119
16
CONSTRUCT
12" WIDE, (4" THICK) VEHICULAR ACCESS WALKWAY PER VEHICULAR
LOCATION:
ACCESS WALKWAY DETAIL, GRADING
SHEET 14.
BRASS CAP NORTH END OF NORTHWEST
@CONSTRUCTCORNER
TREE WELL AND GRATE
PER CITY OF FONTANA STD. PLAN
N0.
5046.
OF SIERRA AVENUE AND ARROW
BOULEVARD.
24
CONSTRUCT
6" CURB AND GUTTER
PER CITY OF FONTANA STD. PLAN
NO.
1000 AND
PERVIOUS GUTTER DETAIL, GRADING
SHEET 2.
ELEV. 1275.25'
TKE JOB 4: 101-49
nye ii
0Vl1LC: I = I V
MPTAii
0V/1LG: I = I V
STREET/GRADING CONSTRUCTION NOTES (CONT.):
26 CONSTRUCT 8' BLACK WROUGHT IRON FENCING WITH 8'-6" DECORATIVE SPLIT FACE, 4
FLUTED, 8 BLOCK PILASTERS PER FENCING DETAIL, GRADING SHEET 15.
28 CONSTRUCT 8' SPLIT FACE, 4 FLUTED, 8" BLOCK TRASH ENCLOSURE.
29 CONSTRUCT 8' BLACK MESH SCREENED WROUGHT IRON PEDESTRIAN ACCESS GATE
(39 WIDE).
30 CONSTRUCT DOUBLE 8' BLACK MESH SCREENED WROUGHT IRON GATE (6' WIDE EACH).
34 CONSTRUCT GRATING CATCH BASIN—ALLEY (TRANSVERSE) (2 GRATES) PER STANDARD
PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD DETAIL NO. 305-2V=0.55 NTH
MODIFIED OUTLET TO CONNECT TO UNDER SIDEWALK DISCHARGE STRUCTURE. )
38 CONSTRUCT 8' BLACK WROUGHT IRON ROLLING GATE, 25' WIDE, INCLUDING REQUIRED TRACK
AND 2 HP HEAVY DUTY MOTOR WITH REMOTE ENTRY.
@CONSTRUCT DUAL 8' BLACK WROUGHT IRON SWING GATES, 10' WIDE EACH, AND 1 HP
HEAVY DUTY WALL MOUNTED MOTOR WITH EXIT LOOP DETECTOR, REMOTE ENTRY AND
KEYPAD.
)I— 1011 "M".
JVPILG. I - I V
DETAIL'P':
SCALE: 1" = 10'
STREETfGRADING CONSTRUCTION NOTES (CONT.);
41 CONSTRUCT 10' HEAVY DUN UFT BARRIER ARM WITH 3/4 HP MOTOR AND MAXIMUM OPEN
TIME OF 1.5 SECONDS WITH EXIT LOOP DETECTOR, REMOTE ENTRY AND KEYPAD.
O CONSTRUCT 4" SCHEDULE 40, SDR35 PVC PIPE DRAIN WITH CONNECTION TO DROP
INLET AND EXISTING DRAIN PIPE AND CLEANOUT AT ALL ANGLE POINTS.
45 CONSTRUCT 2—RECTANGULAR CURB DRAINS WITH CONNECTION TO DROP INLET AND
EXISTING CURB DRAINS AND CLEANOUT AT ALL ANGLE POINTS.
Underground Service Alert TKE ENGINEERING, INC. SHOULD CONSTRUC110N OF THE CITY OF FONTANA, CALIFORNIA
SECTION 4216/4217 OF THE GOVERNMENT ���� 2305 CHICAGO AVENUE REQUIRED IMPROVEMENTS NOT
CODE REQUIRES A DIG ALERT IDENTIFlCA710N �y M• RF COMMENCE WITHIN TWO YEARS OF THE GRADING IMPROVEMENT PLANS
�e yy� RIVERSIDE, CA 92507 DATE OF APPROVAL SHOWN HEREON oruwN er: sc�
NUMBER BE ISSUED BEFORE A PERMIT TO � �^ � (951) 680-0440 C�iADIWG IMPROVEMEWT PLANS CAMPUS PARKING LOT IMPROVEMENTS
EXCAVATE WILL BE VALID � ~ Na89984 � � AND CARRIED FORTH IN A DILIGENT 'rMR A3 SHOAN
FOR YOUR DIG ALERT I.D. NUMBER CALL �,9_�12 ERING FAX (951) 680-0490 CAMPUS PARKING LOT PROJECT MANNER, THE CIN ENGINEER MAY �qq� ter; DETAILS SHEET DAM
�
UNDERGROUND SERVICE ALERT , .r REQUIRE REVISIONS TO THE PLANS TO TMR � OCT. 2010
9� ������' L l0-20- to
TOLL FREE 1-800-227-2600 TERRY M BRING THEM INTO CONFORMANCE WITH RENNER R.C.E. No. 69984 CONDITIONS AND STANDARDS IN EFFECT. �� BY: BY: DAM
DAM DRAWING
�� fl27
TWO WORKING DAYS BEFORE YOU DIG Rte, REVISION DESCRIPTION oar acR. an oar EXPIRES: 9-30-12 � c orc�N �.c. � s�a24U9