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Level 4
24'-0"
12 11 10
1 2 3 4
NEW ADDITION
im
Stop & Store North .Elevation
Level /1
16'-0"
Level 2/1
9'-0" V
Lev - /1
q
PROJECT BENCHMARK:
TBM LOCATED 139.25' AT THE BEARING
S 47'• 19' 58" W FROM THE WESTERN
MOST PROPERTY CORNER OF THE EXISTING
PROPERTY ALONG HWY. 30.
ELEVATION = 286.23
HARVEY ROAD (State Highway 30)
(120' R.O.W.)
\ '--- 8"x6' Anchor Tee
(2) 6" Anchor Coupling
6" D.I. Tee
-.. Fire Hydrant Assembley
6" D.I. 45' Bend
6„ #4 ® 18"
CC, EW
#3 Rebar
R=3"
6 Isolation Valve (See Note 13.) j 1\ � •., -_ _-_-_ ,.,--'
FIRE SUPPRESSION LINE s e 6"
EXISTING 281 (SEE NOTE 14.) t0 "
20' P.U.E. _ _ �-8W- 8W- �- -8W� -8w--/-8W= R-3
- = 9E _ N 42' 14'51 " 1$ S ` _ __ - �- N 42' 12'587 E 103.03' EmsE - - - 1----T
-- -� --- -I- - - ?8 - V -- T - - -- T- �T - T T-
✓2gg 8 ro • » 6" D.I. 90' Bend
8W- 8W -8W --8W--8W- w -0 z7 I MODULAR BRICK s. "
2 �y E WA 6
87i RETAINING LL t. :,,
I
PROPOSED 3 _
- - - FIRE HYDRANT -28 74 LF of AWWA C909, -Q1 --D" 2FIRE "
_-}. . - . - . - : _ - . - . - .25 LF of AWWA C909, 2_2`. CL 200 PVC_ . -BC_BC lAP1E- Stabilized 5ubgrode
- -. z5 sBL - -_ C1. 200 PVC 282 25 'SBS (See Table below.)
2 BICYCLE RACK R10'-0" ' #4 Bars 0 18" O.C.
1, (4 SPACES MIN.)E 6W 6W 6 R3o'-p"
.83 See Note 15. I T-4" I � I ! 25 SBL NOTE: Curb shall be pour monolithically with pavement.
I ( I r2l
TABLE OF SUBGRADE STABILIZATION REQUIREMEs'-4" 10'-2' I SUBSIDIARY TO CONCRETE PAVEMENT ITEM
1 _T 10'-0" 15,_10" T r
Sidewalk F.D.C. TYPICAL CVS B DETAIL
%y Off BeDnd I '-s" 28-7 23 z3' -a" 10' 7.
278.50
GAT �` GATE I 22'-2" / 2'-6"
m 1 FB-BCrr
/
iCl 1
IPROPOSED FIRE LINE
I MINI -STORAGE rn
MINI_ STORAGE 1 TWO STORY Z
O I 14,468.29 SQ. FT. 1
110 I io 40,497 SQ. FT.
29'-11"max.
Hel ht.
F.F. ELEV. 9( )
nrnNI fnlb1M aFil
- _. - '3D[J� I'-_MCQ. ;] ±281.89
I F.F. ELEV. 281.88 I �� u o
I 5 TO
�3 J� z I N 71
e� 0 g�
.i_7 ti a F.F. 281.88 m
v' w I F.F. 280.90 I w
MINI -STORAGE N ILS ��
O I t0 C°n C� L5
15,577.97 SQ. FT. I
22'-2" 1 \_ w II F.F. ELEV. m I FB -BC �$0 2 -s �?
CA 1 i� ±282 m I F.F. ELEV. D
o I 280.90 m
F. F. ELEV. N I 56'-0" 20'-0"
±280.90 0'-1.l
R30, r (
rn jCONCRETE i
RECTANGULAR ( ) \
Ill I Z CHANNEL 'A' 15'-6"
m
F.F, ELEV,
±281
31 -9 ( / 300 L.F. SILT FENCE
- 3 I C
2 2>9 !
1 I I�1- - _ - - - - m I! I EXISTING
i D04 15' P.U.E.
m F.F. ELEV. I
±279.85
CONCRETE
I°-'N BROKEN CONCRETE I RECTANGULAR a I CONCRETE
I� EXISTING OUTLET s�z RIPRAP - 7 SY EACH. N CHANNEL 'B' ( RETAINING WALL
I I SEE LANDSCAPING PLAN FOR
STRUCTURE TO BE I 279 `" VEGETATION SCREENING.
RENOVATED. 12 GATE 00 21'-0"
I SEE PAGE 4. \ BC -BC
25 Ad 5'-t" ,ET ION FACILITY
I 12i� �R�SEXISTING DETENTION II 2 E9(PANSION
FACILITY E PAGE a
------. _- _ SF -SF- , S `�
S EXISTING
158 "•
EXISTING WOOD I6' WOOD % ��- i' I, f 0' P.U.E.
PRIVACY FENCE - PRIVACY FENCE
:4a L SI.. NCE S �-a,EXTENSION-
15S = -EXISTING
1532Q--P.U'_ 155
r
.4- S 31.43'p4 W ro,t<'trZ
�; SITE NOTES
- J T 1"t 1. THE CURRENT OWNER OF THE PROPERTY IS J.D.P. HOLDING, INC., 2112 SOUTHWOOD. DRIVE,
\ / r t t�,,,l..,, COLLEGE STATION. TEXAS 77840.
47 02 _ 191 --- --,-._ �.. , lUtl a ,.
2. THE PROPERTY CONSISTS OF . LOT 1. BLOCK 1 OF THE JORDAN SUBDIVISION AND LOT 2.1, BLOCK
4 OF THE HARVEY HILLSIDE SUBDIVISION AND IS CURRENTLY ZONE PDD -B. THE TOTAL AREA OF
THE PDD -B IS APPROXIMATELY 81,457 SF (2.82 AC).
3. THE PROPERTY I LOCATED FLOOD ZONE X AN I f 1 F
/ s E E S LOC O E D S 800 FEET EAST OF THE LIMITS 0
/ 4/
C'lt j PROPOSED CD/VD/TIO/I/S "FLOOD ZONE a ON AN UNNAMED TRIBUTARY OF CARTER CREEK AS SHOWN ON THE F.I.R.M.
&.9
-IS " ill SCALE.- 1" = 30' (FLOOD INSURANCE RATE MAP), MAP NUMBER 48041 CO161 C. EFFECTIVE DATE JULY 2. 1992.
� J , d11. �.
GENERAL CONSTRUCTION NOTES: GENERAL CONSTRUCTION NOTES: GENERAL EROSION CONTROL NOTES:
1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXACT LOCATION OF 9. FIRE LANES TO BE PAINTED RED WITH FOUR INCH (4") WHITE LETTERING STATING "NO PARKING -
1. THE CONTRACTOR SHALL .NOT ALLOW SEDIMENT TO LEAVE THE WORK AREA OR ENTER ANY ADJOINING
ALLEXISTING UNDERGROUND UTILITIES. FURTHERMORE, THE CONTRACTOR SHALL CONTACT ALL FIRE LANE - TOW AWAY ZONE". WORDING MAY NOT BE SPACED MORE THAN FIFTEEN FEET (15') CHANNELS. ADDITIONAL MEASURES TO THOSE SHOWN ON THIS PLAN AND DESCRIBED IN THESE
UTILITYCOMPANY REPRESENTATIVES A MINIMUM OF 48 HOURS IN ADVANCE OF ANY EXCAVATION. APART. NOTES MAY BE REQUIRED TO PREVENT SEDIMENT FROM LEAVING THE WORK AREA. THE CONTRACTOR
A. CONTACT DIG TESS ® 1-800-344-8377 SHALL BE RESPONSIBLE FOR CLEAN-UP AND RESTORATION TO ORIGINAL CONDITION, INCLUDING
10. AUTOMATIC IRRIGATION SYSTEM TO BE SIZED AND INSTALLED BY OTHERS. IRRIGATION SYSTEM ESTABLISHMENT OR RE -VEGETATION OF ANY LANDS OR CHANNELS AFFECTED SHOULD CONSTRUCTION
2. ALL WATER AND SEWER CONSTRUCTION IN PUBLIC RIGHTS-OF-WAY AND EASEMENTS SHALL BE IN SHALL BE APPROVED PRIOR TO THE ISSUANCE OF THE C.O. SEDIMENT BE FOUND . OUTSIDE OF LIMITS OF CONSTRUCTION WORK.
ACCORDANCE WITH THE 8/CS UNIFIED DESIGN GUIDELINES, SPECIFICATIONS, AND DETAILS.
11. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREEND FROM VIEW OR 2. ALL DISTURBED AREAS ARE TO HAVE ESTABLISHMENT OF GRASS AS OUTLINED BELOW. CONTRACTOR
3. IN LIEU OF USING THE CONSTRUCTION MATERIALS INDICATED IN THESE PLANS, THE CONTRACTOR ISOLATED SO AS NOT TO BE VISIBLE FORM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT IS RESPONSIBLE FOR WATERING, MAINTENANCE AND ESTABLISHMENT OF GRASS FOR A PERIOD OF 90
SHALL OBTAIN WRITTEN APPROVAL FROM THE ENGINEER FOR ANY SUBSTITUTION. WITHIN 150' OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE GRADE. DAYS. CONTRACTOR TO GUARANTEE ALL PLANTED MATERIAL GROWTH AND COVERAGE FOR A PERIOD
4. TRENCH SAFETY REQUIREMENTS SHALL BE IN ACCORDANCE WITH O.S.H.A. STANDARD 29 CFR PART 12. 1009 COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK OR A PERENNIAL GRASS OF 6 MOS. GROWTH AND COVERAGE SHALL BE DEFINED AS 95X OF THE PLANTED AREA WITH
1926 SUBPART P. FOR GENERAL REQUIREMENTS, SEE SHEET 6 FOR DETAILS. IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREA, THE PARKING LOT SETBACK. UNIFORM COVERAGE OF GRASS GREATER THAN 1" IN HEIGHT WITH NO BARE SPOTS GREATER THAN 2
RIGHTS-OF-WAY AND ADJACENT PROPERTY DISTURBED DRUING CONSTRUCTION. SQUARE FEET. SECOND APPLICATION OF OFFIBINI ULL IS REQUIRED FOR BARE SPOTS NOT MEETING
5. TRENCHING AND BACKFILLING: THE BACKFILLING OF ALL TRENCHES WITHIN STRUCTURAL AREAS SHALL COVERAGE REQUIREMENT WITHIN 60 DAYS OF INITIAL APPLICATION.
BE ACCOMPLISHED WITH CEMENT STABILIZED SAND PLACED TO WITHIN 6" OF STREET SUBGRADE. 13. ISOLATION VALVE SHALL BE HAVE VALVE BOX WITH LOCKABLE LID, AMP OR USA, LL562, OR 3. CONTRACTOR IS TO MAINTAIN EROSION CONTROL THROUGHOUT DURATION OF THE PROJECT SUCH
THE BACK -FILLING OF ALL TRENCHES OUTSIDE OF STRUCTURAL AREAS SHALL BE PLACED SO AS TO APPROVED EQUAL. THAT ALL DITCH SECTIONS MATCH GRADES ONCE VEGETATION IS ESTABLISHED. INSURE SEDIMENT IS
ACHIEVE 85 PERCENT MODIFIED PROCTOR DENSITY. ALL BACKFILUNG SHALL BE BETWEEN OPTIMUM NOT TRANSPORTED DOWNSTREAM FROM PROJECT VW HAY BALES OR SILT FENCE INSTALLATION. IF
AND 4 PERCENT (49) ABOVE OPTIMUM MOISTURE CONTENT. TESTING SHALL BE PROVIDED BY A 14. THE FIRE SUPPRESSION LINE SHALL BE CONSTRUCTED AND INSTALLED IN COMPLIANCE WITH ALL EXCESSIVE EROSION IS OBSERVED IN THE FIELD, ADDITIONAL EROSION CONTROLS SHALL BE
CERTIFIED LABORATORY AT THE CONTRACTORS EXPENSE TO VERIFY THESE STANDARDS. ANY APPLICABLE CITY CODES AND THE BCS UNIFIED DESIGN GUIDELINES, SPECIFICATIONS AND DETAILS. INSTALLED.
RETESTING DUE TO SUBSTANDARD WORK SHALL BE AT THE EXPENSE OF THE CONTRACTOR. THE FIRE SUPPRESSION LINE SHALL HAVE 48" COVER (MIN.)
STRUCTURAL AREAS SHALL INCLUDE ALL SIDEWALKS AND PAVED AREAS. FOR STREETS, ALLEYS AND 4. SILT FENCING IS TO BE INSTALLED PER DETAIL. IN LIEU OF SILT FENCING, CONTRACTOR MAY USE
PARKING AREAS, THE LIMITS OF THE STRUCTURAL AREAS SHALL EXTEND 5' BEYOND THE EDGE OF 15. THE PORTION OF THE END ISLAND WHERE BIKE RACK IS TO BE LOCATED SHALL HAVE STAMPED DIED HAY BALE INSTALLATION OR CONTINUOUS EXTRUDED FABRIC BERM FILLED WITH -Y" GRAVEL UPON
ASPHALT. CONCRETE. APPROVAL OF THE ENGINEER. SEDIMENT TO BE CLEANED FROM SILT FENCING OR OTHER SEDIMENT
6. IT IS THE RESPONSIBILITY.OF THE CONTRACTOR TO COMPLY WITH ALL STATE AND FEDERAL 16. AWNINGS CONSTRUTED WITHIN THE FIRE LANE SHALL HAVE A MINIMUM HEIGHT (OR CLEARANCE) CONTROL DEVICES WHEN. DEPTH OF SEDIMENT REACHES -1/2 TOTAL HEIGHT OF DEVICE.
REGULATIONS REGARDING CONSTRUCTION ACTIVITIES NEAR ENERGIZED OVERHEAD POWER LINES. ABOVE THE PAVEMENT OF 14!-6". CONTRACTOR IS TO INSURE EROSION CONTROL DEVICES ARE CONSISTENTLY INSTALLED AND PROPERLY
MAINTAINED.
7. WHERE A CONTRADICTION BETWEEN PLANS AND SPECIFICATIONS OCCUR, THE PLANS SHALL BE RULED
AS SUPERIOR.
8. THE CONTRACTOR WILL BE SUPPLIED WITH HORIZONTAL CONTROL DATA AND BENCHMARK INFORMATION.
DETAILED TRANSFERS OF ELEVATIONS, LINE AND GRADES TO STRUCTURES AND OTHER FEATURES OF
THE WORK SHALL BE DONE BY THE CONTRACTOR.
P.I. =
PLASTICITY INDEX
6W-
OFFICE 2,500 SQ. FT.
I
FIRE HYDRANT
IF P.I.
I
--�p -
IF P.I.
> 15 AND L.L. Z 36, LIME STABILIZED SUBGRADE
- WASTEWATER MAIN & SIZE
IF P.I.
<_ 5, CEMENT STABILIZED SUBGRADE
EXISTING
I^
LIMITS ABOVE DO
F.F. ELEV.
PERCENT OF LIME OR CEMENT REQUIRED (BY
F. F. ELEV.
P.I..
CONCRETE F.F. ELEV.
283.00
PERCENTAGE REQUIRED
D
Z
5
15' P.U.E.
5
- - - - - -
±284
<: 25
±282.94
N
N
RECTANGULAR
1 CHANNEL 'A'
LIME
26 TO
33
6
LIME -
34 TO
40
7
LIME
:> 40
z
DETERMINED BY ASTM C977
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u
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MODULAR BRICK
V)
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EXISTING
15' P.U.E. I
rr
1
F.F. 281.88
Z
I
20'-0"
FIRE LANE
(I
F.F. ELEV.
I
1 I
±283
I
I ,
iCl 1
IPROPOSED FIRE LINE
I MINI -STORAGE rn
MINI_ STORAGE 1 TWO STORY Z
O I 14,468.29 SQ. FT. 1
110 I io 40,497 SQ. FT.
29'-11"max.
Hel ht.
F.F. ELEV. 9( )
nrnNI fnlb1M aFil
- _. - '3D[J� I'-_MCQ. ;] ±281.89
I F.F. ELEV. 281.88 I �� u o
I 5 TO
�3 J� z I N 71
e� 0 g�
.i_7 ti a F.F. 281.88 m
v' w I F.F. 280.90 I w
MINI -STORAGE N ILS ��
O I t0 C°n C� L5
15,577.97 SQ. FT. I
22'-2" 1 \_ w II F.F. ELEV. m I FB -BC �$0 2 -s �?
CA 1 i� ±282 m I F.F. ELEV. D
o I 280.90 m
F. F. ELEV. N I 56'-0" 20'-0"
±280.90 0'-1.l
R30, r (
rn jCONCRETE i
RECTANGULAR ( ) \
Ill I Z CHANNEL 'A' 15'-6"
m
F.F, ELEV,
±281
31 -9 ( / 300 L.F. SILT FENCE
- 3 I C
2 2>9 !
1 I I�1- - _ - - - - m I! I EXISTING
i D04 15' P.U.E.
m F.F. ELEV. I
±279.85
CONCRETE
I°-'N BROKEN CONCRETE I RECTANGULAR a I CONCRETE
I� EXISTING OUTLET s�z RIPRAP - 7 SY EACH. N CHANNEL 'B' ( RETAINING WALL
I I SEE LANDSCAPING PLAN FOR
STRUCTURE TO BE I 279 `" VEGETATION SCREENING.
RENOVATED. 12 GATE 00 21'-0"
I SEE PAGE 4. \ BC -BC
25 Ad 5'-t" ,ET ION FACILITY
I 12i� �R�SEXISTING DETENTION II 2 E9(PANSION
FACILITY E PAGE a
------. _- _ SF -SF- , S `�
S EXISTING
158 "•
EXISTING WOOD I6' WOOD % ��- i' I, f 0' P.U.E.
PRIVACY FENCE - PRIVACY FENCE
:4a L SI.. NCE S �-a,EXTENSION-
15S = -EXISTING
1532Q--P.U'_ 155
r
.4- S 31.43'p4 W ro,t<'trZ
�; SITE NOTES
- J T 1"t 1. THE CURRENT OWNER OF THE PROPERTY IS J.D.P. HOLDING, INC., 2112 SOUTHWOOD. DRIVE,
\ / r t t�,,,l..,, COLLEGE STATION. TEXAS 77840.
47 02 _ 191 --- --,-._ �.. , lUtl a ,.
2. THE PROPERTY CONSISTS OF . LOT 1. BLOCK 1 OF THE JORDAN SUBDIVISION AND LOT 2.1, BLOCK
4 OF THE HARVEY HILLSIDE SUBDIVISION AND IS CURRENTLY ZONE PDD -B. THE TOTAL AREA OF
THE PDD -B IS APPROXIMATELY 81,457 SF (2.82 AC).
3. THE PROPERTY I LOCATED FLOOD ZONE X AN I f 1 F
/ s E E S LOC O E D S 800 FEET EAST OF THE LIMITS 0
/ 4/
C'lt j PROPOSED CD/VD/TIO/I/S "FLOOD ZONE a ON AN UNNAMED TRIBUTARY OF CARTER CREEK AS SHOWN ON THE F.I.R.M.
&.9
-IS " ill SCALE.- 1" = 30' (FLOOD INSURANCE RATE MAP), MAP NUMBER 48041 CO161 C. EFFECTIVE DATE JULY 2. 1992.
� J , d11. �.
GENERAL CONSTRUCTION NOTES: GENERAL CONSTRUCTION NOTES: GENERAL EROSION CONTROL NOTES:
1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXACT LOCATION OF 9. FIRE LANES TO BE PAINTED RED WITH FOUR INCH (4") WHITE LETTERING STATING "NO PARKING -
1. THE CONTRACTOR SHALL .NOT ALLOW SEDIMENT TO LEAVE THE WORK AREA OR ENTER ANY ADJOINING
ALLEXISTING UNDERGROUND UTILITIES. FURTHERMORE, THE CONTRACTOR SHALL CONTACT ALL FIRE LANE - TOW AWAY ZONE". WORDING MAY NOT BE SPACED MORE THAN FIFTEEN FEET (15') CHANNELS. ADDITIONAL MEASURES TO THOSE SHOWN ON THIS PLAN AND DESCRIBED IN THESE
UTILITYCOMPANY REPRESENTATIVES A MINIMUM OF 48 HOURS IN ADVANCE OF ANY EXCAVATION. APART. NOTES MAY BE REQUIRED TO PREVENT SEDIMENT FROM LEAVING THE WORK AREA. THE CONTRACTOR
A. CONTACT DIG TESS ® 1-800-344-8377 SHALL BE RESPONSIBLE FOR CLEAN-UP AND RESTORATION TO ORIGINAL CONDITION, INCLUDING
10. AUTOMATIC IRRIGATION SYSTEM TO BE SIZED AND INSTALLED BY OTHERS. IRRIGATION SYSTEM ESTABLISHMENT OR RE -VEGETATION OF ANY LANDS OR CHANNELS AFFECTED SHOULD CONSTRUCTION
2. ALL WATER AND SEWER CONSTRUCTION IN PUBLIC RIGHTS-OF-WAY AND EASEMENTS SHALL BE IN SHALL BE APPROVED PRIOR TO THE ISSUANCE OF THE C.O. SEDIMENT BE FOUND . OUTSIDE OF LIMITS OF CONSTRUCTION WORK.
ACCORDANCE WITH THE 8/CS UNIFIED DESIGN GUIDELINES, SPECIFICATIONS, AND DETAILS.
11. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREEND FROM VIEW OR 2. ALL DISTURBED AREAS ARE TO HAVE ESTABLISHMENT OF GRASS AS OUTLINED BELOW. CONTRACTOR
3. IN LIEU OF USING THE CONSTRUCTION MATERIALS INDICATED IN THESE PLANS, THE CONTRACTOR ISOLATED SO AS NOT TO BE VISIBLE FORM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT IS RESPONSIBLE FOR WATERING, MAINTENANCE AND ESTABLISHMENT OF GRASS FOR A PERIOD OF 90
SHALL OBTAIN WRITTEN APPROVAL FROM THE ENGINEER FOR ANY SUBSTITUTION. WITHIN 150' OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE GRADE. DAYS. CONTRACTOR TO GUARANTEE ALL PLANTED MATERIAL GROWTH AND COVERAGE FOR A PERIOD
4. TRENCH SAFETY REQUIREMENTS SHALL BE IN ACCORDANCE WITH O.S.H.A. STANDARD 29 CFR PART 12. 1009 COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK OR A PERENNIAL GRASS OF 6 MOS. GROWTH AND COVERAGE SHALL BE DEFINED AS 95X OF THE PLANTED AREA WITH
1926 SUBPART P. FOR GENERAL REQUIREMENTS, SEE SHEET 6 FOR DETAILS. IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREA, THE PARKING LOT SETBACK. UNIFORM COVERAGE OF GRASS GREATER THAN 1" IN HEIGHT WITH NO BARE SPOTS GREATER THAN 2
RIGHTS-OF-WAY AND ADJACENT PROPERTY DISTURBED DRUING CONSTRUCTION. SQUARE FEET. SECOND APPLICATION OF OFFIBINI ULL IS REQUIRED FOR BARE SPOTS NOT MEETING
5. TRENCHING AND BACKFILLING: THE BACKFILLING OF ALL TRENCHES WITHIN STRUCTURAL AREAS SHALL COVERAGE REQUIREMENT WITHIN 60 DAYS OF INITIAL APPLICATION.
BE ACCOMPLISHED WITH CEMENT STABILIZED SAND PLACED TO WITHIN 6" OF STREET SUBGRADE. 13. ISOLATION VALVE SHALL BE HAVE VALVE BOX WITH LOCKABLE LID, AMP OR USA, LL562, OR 3. CONTRACTOR IS TO MAINTAIN EROSION CONTROL THROUGHOUT DURATION OF THE PROJECT SUCH
THE BACK -FILLING OF ALL TRENCHES OUTSIDE OF STRUCTURAL AREAS SHALL BE PLACED SO AS TO APPROVED EQUAL. THAT ALL DITCH SECTIONS MATCH GRADES ONCE VEGETATION IS ESTABLISHED. INSURE SEDIMENT IS
ACHIEVE 85 PERCENT MODIFIED PROCTOR DENSITY. ALL BACKFILUNG SHALL BE BETWEEN OPTIMUM NOT TRANSPORTED DOWNSTREAM FROM PROJECT VW HAY BALES OR SILT FENCE INSTALLATION. IF
AND 4 PERCENT (49) ABOVE OPTIMUM MOISTURE CONTENT. TESTING SHALL BE PROVIDED BY A 14. THE FIRE SUPPRESSION LINE SHALL BE CONSTRUCTED AND INSTALLED IN COMPLIANCE WITH ALL EXCESSIVE EROSION IS OBSERVED IN THE FIELD, ADDITIONAL EROSION CONTROLS SHALL BE
CERTIFIED LABORATORY AT THE CONTRACTORS EXPENSE TO VERIFY THESE STANDARDS. ANY APPLICABLE CITY CODES AND THE BCS UNIFIED DESIGN GUIDELINES, SPECIFICATIONS AND DETAILS. INSTALLED.
RETESTING DUE TO SUBSTANDARD WORK SHALL BE AT THE EXPENSE OF THE CONTRACTOR. THE FIRE SUPPRESSION LINE SHALL HAVE 48" COVER (MIN.)
STRUCTURAL AREAS SHALL INCLUDE ALL SIDEWALKS AND PAVED AREAS. FOR STREETS, ALLEYS AND 4. SILT FENCING IS TO BE INSTALLED PER DETAIL. IN LIEU OF SILT FENCING, CONTRACTOR MAY USE
PARKING AREAS, THE LIMITS OF THE STRUCTURAL AREAS SHALL EXTEND 5' BEYOND THE EDGE OF 15. THE PORTION OF THE END ISLAND WHERE BIKE RACK IS TO BE LOCATED SHALL HAVE STAMPED DIED HAY BALE INSTALLATION OR CONTINUOUS EXTRUDED FABRIC BERM FILLED WITH -Y" GRAVEL UPON
ASPHALT. CONCRETE. APPROVAL OF THE ENGINEER. SEDIMENT TO BE CLEANED FROM SILT FENCING OR OTHER SEDIMENT
6. IT IS THE RESPONSIBILITY.OF THE CONTRACTOR TO COMPLY WITH ALL STATE AND FEDERAL 16. AWNINGS CONSTRUTED WITHIN THE FIRE LANE SHALL HAVE A MINIMUM HEIGHT (OR CLEARANCE) CONTROL DEVICES WHEN. DEPTH OF SEDIMENT REACHES -1/2 TOTAL HEIGHT OF DEVICE.
REGULATIONS REGARDING CONSTRUCTION ACTIVITIES NEAR ENERGIZED OVERHEAD POWER LINES. ABOVE THE PAVEMENT OF 14!-6". CONTRACTOR IS TO INSURE EROSION CONTROL DEVICES ARE CONSISTENTLY INSTALLED AND PROPERLY
MAINTAINED.
7. WHERE A CONTRADICTION BETWEEN PLANS AND SPECIFICATIONS OCCUR, THE PLANS SHALL BE RULED
AS SUPERIOR.
8. THE CONTRACTOR WILL BE SUPPLIED WITH HORIZONTAL CONTROL DATA AND BENCHMARK INFORMATION.
DETAILED TRANSFERS OF ELEVATIONS, LINE AND GRADES TO STRUCTURES AND OTHER FEATURES OF
THE WORK SHALL BE DONE BY THE CONTRACTOR.
P.I. =
PLASTICITY INDEX
6W-
L.L. =
LIQUID LIMIT
FIRE HYDRANT
IF P.I.
> 20 AND L.L. <_ 35, LIME STABILIZED SUBGRADE
--�p -
IF P.I.
> 15 AND L.L. Z 36, LIME STABILIZED SUBGRADE
- WASTEWATER MAIN & SIZE
IF P.I.
<_ 5, CEMENT STABILIZED SUBGRADE
ACCEPTABLE SOILS OTHER THAN THOSE DEFINED BY THE
NOT REQUIRE STABILIZATION
LIMITS ABOVE DO
POWER POLE WITH GUY WIRE
PERCENT OF LIME OR CEMENT REQUIRED (BY
WEIGHT):
P.I..
- UNDERGROUND FIBER OPTIC
PERCENTAGE REQUIRED
OVERHEAD ELECTRICAL
MATERIAL
5
EI
5
- - - - - -
CEMENT
<: 25
- EASEMENT LINE
5
LIME
26 TO
33
6
LIME -
34 TO
40
7
LIME
:> 40
z
DETERMINED BY ASTM C977
LIME
paving nnotes:
1. All pavement shall be 6" concrete (3,000 p.s.i.) with #4 at
18" CC, EW.
TYPICAL PAVEMENT DETAIL
oAt
WAV61airet )b12_-0`7
ABBREVIATIONS
BC BACK OF CURB F/L FLOWLINE
BM BENCHMARK KRW KEYSTONE RETAINING WALL
C/L CENTERLINE L.F. LINEAR FEET
CRW CONCRETE RETAINING WALL MH MANHOLE
CO CLEANOUT P.U.E. PUBLIC UTILITY EASEMENT
C.O.P. CENTERED ON PROPERTY LINE R.O.W. RIGHT-OF-WAY
D.I. DUCTILE IRON SBL SET BACK LINE
ESMT. EASEMENT S.Y. SQUARE YARDS
FB FACE OF BUILDING TW TOP OF RETAINING WALL
F.F. FINISHED FLOOR U.E. UTILITY EASEMENT
EXISTING FEATURES PROPOSED FEATURES
Q
PROPERTY CORNER
6W-
- WATER MAIN WITH SIZE
-g-
FIRE HYDRANT
®
WATER VALVE
--�p -
- SEWER MANHOLE
4S-
- WASTEWATER MAIN & SIZE
- -G-
- GAS LINE
BARBED WIFE FENCE
b
POWER POLE WITH GUY WIRE
- - UE- -
- UNDERGROUND ELECTRICAL
- - FO- -
- UNDERGROUND FIBER OPTIC
OE
OVERHEAD ELECTRICAL
- - T -
- TELEPHONE CABLE
EI
CATV/TELEPHONE PEDESTAL
- - - - - -
- - PROPERTY L,NE
- -
- EASEMENT LINE
- - SETBACK LINE
- - - EASEMENT LINE
6W WATER MAIN W/SIZE
!I*- WATER VALVE
4(2)+ FIRE HYDRANT ASSEMBLY
-SF-SF-sF SF sF- SILTFENCE
FIRE LANE FIRE LANE STRIPING
SCALE: 1" 30'
0 7.5' 15' 30'
THIS DOCUMENT IS RELEASED
FOR THE PURPOSE OF REVIEW
AND COMMENT ONLY UNDER THE
AUTHORITY OF THE FOLLOWING:
Name: J. DALE BROWNE, JR.
P.E. No.: 81890
Dote: 10/09/07
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SHEET NO.
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(� r<W 10-10707