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EMERGENCY P.M.
GENERATOR L -I
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ABOVE GRADE T.W. T.W. T.W. T.W.TO I'
rk � IIII II{ I
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BASELINE
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u
NOTE: REFER TO OFFSITE PUBLIC IMPROVEMENT
PLANS FOR NEW PUBUC STREET AND UTILITY
IMPROVEMENTS TO BE CONSTRUCTED AS
PART OF THIS NEW FIRE STATION PROJECT.
CONSTRUCTION NOTES
( CONSTRUCT 6" CONCRETE CURB PER DETAIL "A" SHOWN ON SHEET C1.
O2 CONSTRUCT 6" CONCRETE CURB AND le GUTTER OVER 4" THICK 95% MINIMUM
COMPACTED CLASS 2 CRUSHED AGGREGATE BASE OVER 12" MINIMUM THICK 90%
COMPACTED MOISTURE CONDITIONED SUBGRADE SOIL OVER COMPACTED NA11VE GRADE
PER DETAIL "B" SHOWN ON SHEET C1.
CONSTRUCT 3' WIDE CONCRETE DRAINAGE SWALE OVER 4" THICK 95% MINIMUM
COMPACTED CLASS 2 CRUSHED AGGREGATE BASE OVER 12" MINIMUM THICK 90%
COMPACTED MOISTURE CONDITIONED SUBGRADE SOIL OVER COMPACTED NATIVE GRADE
PER DETAIL "D" SHOWN ON SHEET C1.
® CONSTRUCT 4" THICK CONCRETE SIDEWALK OVER 8" MINIMUM THICK 90% COMPACTED
MOISTURE CONDITIONED SUBGRADE SOIL OVER COMPACTED NATIVE GRADE. REFER TO
ARCHITECTURAL DRAWINGS FOR LOCATION OF CONSTRUCTION JOINTS.
CONSTRUCT 12" WIDE CONCRETE DRAINAGE V -DITCH PER DETAIL "J" SHOWN ON
SHEET Ci.
® CONSTRUCT 8" THICK 4500 PSI P.C.C. PAVEMENT OVER 4" THICK 95% COMPACTED
CLASS 2 CRUSHED AGGREGATE BASE OVER 12" MINIMUM THICK 90% COMPACTED
MOISTURE CONDITIONED SUBGRADE SOIL OVER COMPACTED NATIVE GRADE.
7O CONSTRUCT SITE WALL PER DETAIL ON ARCHITECTURAL DRAWINGS.
® CONSTRUCT 0" CONCRETE CURB FACE HEIGHT AS SHOWN.
CONSTRUCT TRANSITION FROM 0" TO 6" CURB FACE HEIGHT AS SHOWN.
10 CONSTRUCT 18" WIDE CONCRETE MOW STRIP NEXT TO THE BUILDING PER DETAIL ON
THE ARCHITECTURAL DRAWINGS.
11 NOT USED.
12 NOT USED.
13 NOT USED.
14 PAINT STRIPING ON PAVEMENT AND ADD HANDICAP PARKING SIGNAGE PER DETAIL
SHOWN ON ARCHITECTURAL DRAWINGS.
15 CONSTRUCT 12"x12" P.C.C. DRAIN BOX, GRATE, AND FRAME PER DETAIL "E" SHOWN
ON SHEET C1.
16 CONSTRUCT 18"x18" P.C.C. DRAIN BOX, GRATE, AND FRAME PER DETAIL "E" SHOWN
ON SHEET C1.
17 INSTALL 6" DIAMETER ATRIUM DRAIN GRATE AND FITTINGS MODEL NUMBER NDS #75
MANUFACTURED BY NDS OR EQUIVALENT OR A 9"x9" SQUARE GRATE AND FITTINGS
MODEL NUMBER NDS #950 MANUFACTURED BY NDS OR EQUIVALENT DEPENDING ON
PLANTER MATERIAL.
18 NOT USED.
19 NOT USED.
20 CONSTRUCT SITE RETAINING WALL PER DETAIL ON ARCHITECTURAL DRAWINGS.
PRIVATE ENGINEER'S NOTICE TO CONTRACTOR
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND
UTILITY PIPES OR STRUCTURES SHOWN ON THESE
PLANS WERE OBTAINED BY A SEARCH OF THE
AVAILABLE RECORDS. TO THE BEST OF OUR
KNOWLEDGE THERE ARE NO EXISTING UTILITIES
EXCEPT AS SHOWN ON THIS MAP. THE CONTRACTOR
IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES
TO PROTECT THE UTILITY LINES SHOWN AND ANY
OTHER LINES NOT OF RECORD OR NOT SHOWN ON
THIS DRAWING.
NOTE:
CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE
ALERT, 1-800-422-4133, 48 HOURS IN ADVANCE
OF COMMENCEMENT OF CONSTRUCTION, FOR EXISTING
UTILITY LOCATION.
E
FArchitects
Virginia Dare Tower
10470 Foothill Blvd.
Rancho Cucamonga
California 91730-3754
tel: 909 987 090.9
fax: 909 980 9980
CONSULTANT
MSL ENGINEERING, INC.'!
CIVIL ENGINEERS AND LAND SURVEYORS
SPECIALIZING IN SITE DEVELOPMENT
402 W. ARROW HWY. STE. 4
SAN DIMAS, CA. 91773
(909) 305-2395 FAX (909) 305-2397
6.
MARK S. LAMOUREUX (R C.E. 38382) EXP. 03-31-01 DATE
APPROVED �o QRov, LSSIO
c� �� Fx tirt
z
W No. 38382 m
Exp. 03-31-01 y
O(VI. ,�rT
qrF OF Ckv
APPROVED
144(
APPROVED <<r,
A�cy�F�'���
s , LARRY_WOLFF
C-9784 Q s'
Es k1/31/00 14�
411� gyp_
9TH. OF
DRAWN
G.R.H.
- - -- -
M.S.L.
DATE
AUG. 1999
SCALE
1 "= 20'
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15 '�' � �.�• vi 2 P.A. pG � - �20.90T=
.40T.C.
`ti �� '`90Spt \ 22.30TC• 6
M 22.30F.S.
1.80F.S. 18.601NV.
_0 57. 5 tiLc 16 .0% ti ' 1423 T.E r P.A.
EMERGENCY P.M.
GENERATOR L -I
N89'S1'57nE_\��'� G0. 4/�. °�v vi cri 2 �OO ra' 6 vi 0 vi � �,v? � U -331.00'- f Cr � 22.00po; �j 0.0 ' � o
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m M ti O '� •d 0 L0 O N F ti F ti O t ? 1
17 r \ ` �l N CV Vi
\ lc� N NN �OO NON N N \ N NN LL
N N N NNN70,
N`q 90.x7' 28.00' 26.66' 80.00' 11.3 1.33 10.6 ' 20.00' 00Ct.-a0 0m. -o0.17 1422.83 .17 1428.16T.W. 1428.83T.W. 1429.50T.W. '1427.50'1426.83' TO R
ABOVE GRADE T.W. T.W. T.W. T.W.TO I'
rk � IIII II{ I
f r I
ii
\ ! \ FUEL STORAGE cT \ { I) ( ; z
TANK'S o i '## IIS ! I pz
coFUj Lao
\� }m,
{
O �O
l #
# II 11
±Lj
0L)CC
BASELINE
AVENUE_
u
NOTE: REFER TO OFFSITE PUBLIC IMPROVEMENT
PLANS FOR NEW PUBUC STREET AND UTILITY
IMPROVEMENTS TO BE CONSTRUCTED AS
PART OF THIS NEW FIRE STATION PROJECT.
CONSTRUCTION NOTES
( CONSTRUCT 6" CONCRETE CURB PER DETAIL "A" SHOWN ON SHEET C1.
O2 CONSTRUCT 6" CONCRETE CURB AND le GUTTER OVER 4" THICK 95% MINIMUM
COMPACTED CLASS 2 CRUSHED AGGREGATE BASE OVER 12" MINIMUM THICK 90%
COMPACTED MOISTURE CONDITIONED SUBGRADE SOIL OVER COMPACTED NA11VE GRADE
PER DETAIL "B" SHOWN ON SHEET C1.
CONSTRUCT 3' WIDE CONCRETE DRAINAGE SWALE OVER 4" THICK 95% MINIMUM
COMPACTED CLASS 2 CRUSHED AGGREGATE BASE OVER 12" MINIMUM THICK 90%
COMPACTED MOISTURE CONDITIONED SUBGRADE SOIL OVER COMPACTED NATIVE GRADE
PER DETAIL "D" SHOWN ON SHEET C1.
® CONSTRUCT 4" THICK CONCRETE SIDEWALK OVER 8" MINIMUM THICK 90% COMPACTED
MOISTURE CONDITIONED SUBGRADE SOIL OVER COMPACTED NATIVE GRADE. REFER TO
ARCHITECTURAL DRAWINGS FOR LOCATION OF CONSTRUCTION JOINTS.
CONSTRUCT 12" WIDE CONCRETE DRAINAGE V -DITCH PER DETAIL "J" SHOWN ON
SHEET Ci.
® CONSTRUCT 8" THICK 4500 PSI P.C.C. PAVEMENT OVER 4" THICK 95% COMPACTED
CLASS 2 CRUSHED AGGREGATE BASE OVER 12" MINIMUM THICK 90% COMPACTED
MOISTURE CONDITIONED SUBGRADE SOIL OVER COMPACTED NATIVE GRADE.
7O CONSTRUCT SITE WALL PER DETAIL ON ARCHITECTURAL DRAWINGS.
® CONSTRUCT 0" CONCRETE CURB FACE HEIGHT AS SHOWN.
CONSTRUCT TRANSITION FROM 0" TO 6" CURB FACE HEIGHT AS SHOWN.
10 CONSTRUCT 18" WIDE CONCRETE MOW STRIP NEXT TO THE BUILDING PER DETAIL ON
THE ARCHITECTURAL DRAWINGS.
11 NOT USED.
12 NOT USED.
13 NOT USED.
14 PAINT STRIPING ON PAVEMENT AND ADD HANDICAP PARKING SIGNAGE PER DETAIL
SHOWN ON ARCHITECTURAL DRAWINGS.
15 CONSTRUCT 12"x12" P.C.C. DRAIN BOX, GRATE, AND FRAME PER DETAIL "E" SHOWN
ON SHEET C1.
16 CONSTRUCT 18"x18" P.C.C. DRAIN BOX, GRATE, AND FRAME PER DETAIL "E" SHOWN
ON SHEET C1.
17 INSTALL 6" DIAMETER ATRIUM DRAIN GRATE AND FITTINGS MODEL NUMBER NDS #75
MANUFACTURED BY NDS OR EQUIVALENT OR A 9"x9" SQUARE GRATE AND FITTINGS
MODEL NUMBER NDS #950 MANUFACTURED BY NDS OR EQUIVALENT DEPENDING ON
PLANTER MATERIAL.
18 NOT USED.
19 NOT USED.
20 CONSTRUCT SITE RETAINING WALL PER DETAIL ON ARCHITECTURAL DRAWINGS.
PRIVATE ENGINEER'S NOTICE TO CONTRACTOR
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND
UTILITY PIPES OR STRUCTURES SHOWN ON THESE
PLANS WERE OBTAINED BY A SEARCH OF THE
AVAILABLE RECORDS. TO THE BEST OF OUR
KNOWLEDGE THERE ARE NO EXISTING UTILITIES
EXCEPT AS SHOWN ON THIS MAP. THE CONTRACTOR
IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES
TO PROTECT THE UTILITY LINES SHOWN AND ANY
OTHER LINES NOT OF RECORD OR NOT SHOWN ON
THIS DRAWING.
NOTE:
CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE
ALERT, 1-800-422-4133, 48 HOURS IN ADVANCE
OF COMMENCEMENT OF CONSTRUCTION, FOR EXISTING
UTILITY LOCATION.
E
FArchitects
Virginia Dare Tower
10470 Foothill Blvd.
Rancho Cucamonga
California 91730-3754
tel: 909 987 090.9
fax: 909 980 9980
CONSULTANT
MSL ENGINEERING, INC.'!
CIVIL ENGINEERS AND LAND SURVEYORS
SPECIALIZING IN SITE DEVELOPMENT
402 W. ARROW HWY. STE. 4
SAN DIMAS, CA. 91773
(909) 305-2395 FAX (909) 305-2397
6.
MARK S. LAMOUREUX (R C.E. 38382) EXP. 03-31-01 DATE
APPROVED �o QRov, LSSIO
c� �� Fx tirt
z
W No. 38382 m
Exp. 03-31-01 y
O(VI. ,�rT
qrF OF Ckv
APPROVED
144(
APPROVED <<r,
A�cy�F�'���
s , LARRY_WOLFF
C-9784 Q s'
Es k1/31/00 14�
411� gyp_
9TH. OF
DRAWN
G.R.H.
CHECKED
M.S.L.
DATE
AUG. 1999
SCALE
1 "= 20'
8
9817'
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i
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9 Il }# I 1
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14 yy�s
'
22.20T.C. !II##I f 1 IIIIIIII #I#II#IIII I !
1f �
422 STORAGk.2_. 11
1t17 oof
... SLIDING GATE G2c,
`p21.80F. '�
_..,
21.2F:i. 218sc 0.7
Z
/
/
r. 1
- -Fars 1.7x ® \ # CN;
15 '�' � �.�• vi 2 P.A. pG � - �20.90T=
.40T.C.
`ti �� '`90Spt \ 22.30TC• 6
M 22.30F.S.
1.80F.S. 18.601NV.
_0 57. 5 tiLc 16 .0% ti ' 1423 T.E r P.A.
EMERGENCY P.M.
GENERATOR L -I
N89'S1'57nE_\��'� G0. 4/�. °�v vi cri 2 �OO ra' 6 vi 0 vi � �,v? � U -331.00'- f Cr � 22.00po; �j 0.0 ' � o
n,5 0 L.�� o uop- o 0 0 0 v vi �j vi _ �,' LL
m M ti O '� •d 0 L0 O N F ti F ti O t ? 1
17 r \ ` �l N CV Vi
\ lc� N NN �OO NON N N \ N NN LL
N N N NNN70,
N`q 90.x7' 28.00' 26.66' 80.00' 11.3 1.33 10.6 ' 20.00' 00Ct.-a0 0m. -o0.17 1422.83 .17 1428.16T.W. 1428.83T.W. 1429.50T.W. '1427.50'1426.83' TO R
ABOVE GRADE T.W. T.W. T.W. T.W.TO I'
rk � IIII II{ I
f r I
ii
\ ! \ FUEL STORAGE cT \ { I) ( ; z
TANK'S o i '## IIS ! I pz
coFUj Lao
\� }m,
{
O �O
l #
# II 11
±Lj
0L)CC
BASELINE
AVENUE_
u
NOTE: REFER TO OFFSITE PUBLIC IMPROVEMENT
PLANS FOR NEW PUBUC STREET AND UTILITY
IMPROVEMENTS TO BE CONSTRUCTED AS
PART OF THIS NEW FIRE STATION PROJECT.
CONSTRUCTION NOTES
( CONSTRUCT 6" CONCRETE CURB PER DETAIL "A" SHOWN ON SHEET C1.
O2 CONSTRUCT 6" CONCRETE CURB AND le GUTTER OVER 4" THICK 95% MINIMUM
COMPACTED CLASS 2 CRUSHED AGGREGATE BASE OVER 12" MINIMUM THICK 90%
COMPACTED MOISTURE CONDITIONED SUBGRADE SOIL OVER COMPACTED NA11VE GRADE
PER DETAIL "B" SHOWN ON SHEET C1.
CONSTRUCT 3' WIDE CONCRETE DRAINAGE SWALE OVER 4" THICK 95% MINIMUM
COMPACTED CLASS 2 CRUSHED AGGREGATE BASE OVER 12" MINIMUM THICK 90%
COMPACTED MOISTURE CONDITIONED SUBGRADE SOIL OVER COMPACTED NATIVE GRADE
PER DETAIL "D" SHOWN ON SHEET C1.
® CONSTRUCT 4" THICK CONCRETE SIDEWALK OVER 8" MINIMUM THICK 90% COMPACTED
MOISTURE CONDITIONED SUBGRADE SOIL OVER COMPACTED NATIVE GRADE. REFER TO
ARCHITECTURAL DRAWINGS FOR LOCATION OF CONSTRUCTION JOINTS.
CONSTRUCT 12" WIDE CONCRETE DRAINAGE V -DITCH PER DETAIL "J" SHOWN ON
SHEET Ci.
® CONSTRUCT 8" THICK 4500 PSI P.C.C. PAVEMENT OVER 4" THICK 95% COMPACTED
CLASS 2 CRUSHED AGGREGATE BASE OVER 12" MINIMUM THICK 90% COMPACTED
MOISTURE CONDITIONED SUBGRADE SOIL OVER COMPACTED NATIVE GRADE.
7O CONSTRUCT SITE WALL PER DETAIL ON ARCHITECTURAL DRAWINGS.
® CONSTRUCT 0" CONCRETE CURB FACE HEIGHT AS SHOWN.
CONSTRUCT TRANSITION FROM 0" TO 6" CURB FACE HEIGHT AS SHOWN.
10 CONSTRUCT 18" WIDE CONCRETE MOW STRIP NEXT TO THE BUILDING PER DETAIL ON
THE ARCHITECTURAL DRAWINGS.
11 NOT USED.
12 NOT USED.
13 NOT USED.
14 PAINT STRIPING ON PAVEMENT AND ADD HANDICAP PARKING SIGNAGE PER DETAIL
SHOWN ON ARCHITECTURAL DRAWINGS.
15 CONSTRUCT 12"x12" P.C.C. DRAIN BOX, GRATE, AND FRAME PER DETAIL "E" SHOWN
ON SHEET C1.
16 CONSTRUCT 18"x18" P.C.C. DRAIN BOX, GRATE, AND FRAME PER DETAIL "E" SHOWN
ON SHEET C1.
17 INSTALL 6" DIAMETER ATRIUM DRAIN GRATE AND FITTINGS MODEL NUMBER NDS #75
MANUFACTURED BY NDS OR EQUIVALENT OR A 9"x9" SQUARE GRATE AND FITTINGS
MODEL NUMBER NDS #950 MANUFACTURED BY NDS OR EQUIVALENT DEPENDING ON
PLANTER MATERIAL.
18 NOT USED.
19 NOT USED.
20 CONSTRUCT SITE RETAINING WALL PER DETAIL ON ARCHITECTURAL DRAWINGS.
PRIVATE ENGINEER'S NOTICE TO CONTRACTOR
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND
UTILITY PIPES OR STRUCTURES SHOWN ON THESE
PLANS WERE OBTAINED BY A SEARCH OF THE
AVAILABLE RECORDS. TO THE BEST OF OUR
KNOWLEDGE THERE ARE NO EXISTING UTILITIES
EXCEPT AS SHOWN ON THIS MAP. THE CONTRACTOR
IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES
TO PROTECT THE UTILITY LINES SHOWN AND ANY
OTHER LINES NOT OF RECORD OR NOT SHOWN ON
THIS DRAWING.
NOTE:
CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE
ALERT, 1-800-422-4133, 48 HOURS IN ADVANCE
OF COMMENCEMENT OF CONSTRUCTION, FOR EXISTING
UTILITY LOCATION.
E
FArchitects
Virginia Dare Tower
10470 Foothill Blvd.
Rancho Cucamonga
California 91730-3754
tel: 909 987 090.9
fax: 909 980 9980
CONSULTANT
MSL ENGINEERING, INC.'!
CIVIL ENGINEERS AND LAND SURVEYORS
SPECIALIZING IN SITE DEVELOPMENT
402 W. ARROW HWY. STE. 4
SAN DIMAS, CA. 91773
(909) 305-2395 FAX (909) 305-2397
6.
MARK S. LAMOUREUX (R C.E. 38382) EXP. 03-31-01 DATE
APPROVED �o QRov, LSSIO
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Exp. 03-31-01 y
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APPROVED
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9TH. OF
DRAWN
G.R.H.
CHECKED
M.S.L.
DATE
AUG. 1999
SCALE
1 "= 20'
JOB N0.
9817'
C38
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0
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