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MODULAR SPACE CORPORATION 2016 ALL RIGHTS RESERVED *
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WITH NON -SLIP DECKING
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Ownership of Documents
THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN., AS AN
INSTRUMENT OF SERV CE, IS THE PROPERTY OF MODULAR SPACE CORPORATION
(MODSPACE) AND IS NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECT
WITHOUT WRITTEN PERMISSION OF MODULAR SPACE CORPORATION
Description
J.VILLA
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S
OLYMPIC
N 62* 31' 01" E 50 nes S 80" 56` 17" E N Rd' AW A -Z" r
7' E
�4`10SED MODULAR
DING
USES:9V
UNAUTHORIZED CHANGES AND responsible
or liable for, unauthorized changes
in writing and must be approved by the preparer of these plans.
i
TOLL FREE 'f• +!' 811)
ONOTIFICATION CENTER (OUNC)
VICINITY MAP
om
SOIL DATA
SOURCE:
DESCRIPTION:SOIL
GRAVELLY CLAY LOAM
TIME OF TRAVEL
GENERAL NOTES
2, THE CONTRACTOR SHALL BE RESPONSIBLE COORDINATING
REQUIREMENTSTHE SPECIFIC FIRE LANE MARKING AND SIGNAGE
WITH THE AUTHORITY _ i BY SUBMITTING
Yi
BID ON THE PROJECT CONTRACTOR AFFIRMS
ADEQUATE FUNDS ! ADDRESS THIS
REQUIREMENTS.
CUM
CONTRACTOR4. SHALL. WHEN
PERFORMING _ OF
CONTRACTOREXISTING UTILITIES. EXISTING UTILITIES THAT CONFLICT WITH
THE PLANNED REPAIR WORK SHALL BE RELOCATED OR LOWERED
IN PLACE BY THE TO MEET THE SEPARATION
MINIMUM REQUIREMENTS
CONTRACTOR i TO THE
WALMART CONSTRUCTION t
MANAGER A MINIMUM OF 72 HOURSPRIOR
DISRUPTION ! UTILITY SERVICES. TEMPORARY
REQUIREDSERVICES SHALL BE USED IF ! ALLOW R NORMAL
STOREOPERATION, ASSOCIATED
SHALL BE IN THE CONTRACTOR'S
OVERALL
5. THE SITE WORK FOR THIS PROJECTa OR EXCEED
SEWER,11THE SITE SPECIFIC SPECIFICATIONS".
7. PRIOR TO THE START OF CONSTRUCTION OF OR CONNECTION T
ANY SANITARY WATER MAIN OR ANY OF THE DRY
CONTRACTORUTILITIES, THE A
CALCULATE ALL POINTS OF CONNECTION
CROSSINGS AND INFORM THE ENGINEER AND THE OWNER OF
CONFLICTANY REQUIRED DEVIATIONS !
NOTIFICATION SHALL BE MADE A MINIMUM OF 48 HOURS PRIOR
TO CONSTRUCTION.
HARMLESSHELD .
DO SO.
RESPONSIBLE& THE GENERAL CONTRACTOR SHALL BE
COORDINATING f
COMPANIES
EXISTING CONDITIONS THAT ARE REMOVED OR DISRUPTED
DURING PLACEMENT OF NEW UTILITIES SHALL BE REPLACED
OR .
EXISTING UTILITIES DISRUPTED DURING PLACEMENT OF NEW
UTILITIES SHALL BE REPAIRED AND OPERATING NORMALLY
SAME DAY OF DISRUPTION. _CONTRACTOR
VERIFYFIELD LOCATION OF ALL EXISTING ITEMS THAT
DISRUPTEDWILL BE ;
PHASING NEW UTILITIES
AND PROVIDE THE WALMART CONSTRUCTION MANAGER A
DETAILED OUTLINING
PROPOSEDINSTALLATION OF NEW UTILITIES INCLUDING THE
TIMES THAT EXISTING ITEMS WILL BE DISRUPTED. THE NEW
UTILITIES TRENCH WIDTH ! DEPTH
AND STATE REQUIREMENTS FOR THE DISPLACEMENT OF ALL
UTILITIES. IF DIRECTIONAL BORING IS USED FOR INSTALLATION,
THE i ARE STILL REQUIRED i B SUBMITTED
TO THE WALMARTCONSTRUCTION _
COMMITMENT9. CONSTRUCTION PLANS PREPARED FROM LIMITED TOPOGRAPHIC
SURVEY AND RECORD PLANS PROVIDED BY OWNER AND OTHERS
TO CEC. TITLE S NOT MADE AVAILABLE
AT TIME OF PLAN PRODUCTION,
10. CONTRACTOR FLOOR ELEVATION
WITH THE BUILDING MANUFACTURER
CONSTRUCTION.
PARKING DATA
PROPOSED LBUILDING
`AL BUILDING
STANDARD
COMPACT
ACCESSIBLE
TOTAL PARKING
PROPOSED PARKING ATI
REQUIRED PARKING -250 SF)
= 1,003 STALLS
= 4.57 STALLS PER 1,000 SF
= 4.37 STALLS PER 1,000 SF
= 890 STALLS
1. EXISTING BUILDING SIZE TAKEN FROM ! PLANS
PREPARED BY PACIFIC LAND DESIGN PLANNING, ENGINEERING, &
DEVELOPMENT DATED JULY 8, 2005.
MAN
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OVERALL
SITE PLAN
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SEWER CLEANOUT
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TOP OF GRATE
FIRE HYDRANT
in writing and must be approved by the preparer
SANITARY SEWER MANHOLE
STORM DRAIN MANHOLE
underground utilities,
YARD LIGHT
Construction contractor agrees that in accordance
BOLLARD
practices,
EXISTING ELEVATION
(XXX.XX XX±)
construction contractor will be required to assume
(XXX.XX XX±)
EXISTING ELEVATION
JOIN EXISTING
no existing utilities
XXX.XX XX
/-iX-X---XXXX
PROPOSED ELEVATION
emm Qs= dMZZ=M2Z%3MM=M=
PROPERTY LINES
The contractor shal
SAWCUT LINE
ELD"
ELECTRIC LINE
GA( -3 -
GAS LINE
SS
SANITARY SEWER LINE
SD
STORM DRAIN LINE
W
WATER LINE
ELEC
PROPOSED ELECTRIC LINE
OC&
PROPOSED FIBER OPTIC CABLE & TELEPHONE
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PROPOSED SANITARY SEWER
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FIBER OPTIC CABLE AND TELEPHONE LINE CONDUIT REQUIREMENTS_
CONDUIT
THE CONDUIT DIAMETER SHALL BE AS FOLLOWS:
FIBER OPTIC CABLE AND TELEPHONE LINE CONDUIT - ALL LOCATIONS - TWO (2) 2" CONDUITS. THE CONDUITS SHALL
BE 2" DIAMETER CARLON TYPE "DB" DIRECT BURIAL TELEPHONE DUCT OR 2" SCHEDULE 40 PVC. INSTALL GALVANIZED
PULL WIRE OR PROP YLPOLYETH YLEN E ROPE WITH A MINIMUM PULLING TENSION OF 100 POUNDS IN EACH CONDUIT. THE
MINIMUM BURIAL DEPTH SHALL BE 24". INSTALL AN ORANGE DETECTABLE HAZARD TAPE WITH INTEGRAL "BURIED FIBER
OPTIC CABLE" WORDING, 12" ABOVE THE TRENCHED CONDUITS.
BENDS
ALL CHANGES IN DIRECTION OF THE FIBER OPTIC CONDUIT WILL REQUIRE LONG FACTORY SWEEPS (NOT STANDARD
SWEEPS) WITH RADIUS NOT LESS THAN 10 TIMES THE DIAMETER OF THE CONDUIT. NO MORE THAN TWO (2) 90 DEGREE
BENDS WILL BE ALLOWED BETWEEN PULLING POINTS, OR A TOTAL OF 180 DEGREES COMBINED IN SEVERAL BENDS.
BOXES SHALL BE LOCATED EVERY 300' FOR FIBER OPTIC CABLE UNLESS THE COMBINED TOTAL OF BENDS REQUIRES
ADDITIONAL BOXES. CONDUIT SHOULD ENTER AND EXIT THE PULL BOXES 180 DEGREES APART.
PULL BOXES
ALL PULL BOXES LOCATED IN PAVED AREAS SUBJECT TO TRUCK TRAFFIC SHALL BE "H-20" LOAD RATED. THE TYPICAL
PULL BOX SIZE FOR FIBER OPTIC COND,U,IT SHALL BE 18 7) x24%24". DEEPER BOXES MAY BE REQUIRED WHEN THE
CONDUIT ALIGNMENT IS AFFECTED BY OTHER UTILITIES. THE PULL BOX SHALL BE INSTALLED PER THE MANUFACTURER'S
SPECIFICATIONS WITH A CONCRETE COLLAR AND A MINIMUM OF 8"' OF GRAVEL COMPACTED PER THE PROJECT
SPECIFICATIONS. IF USING A PULL BOX TO CHANGE DIRECTION FOR THE FIBER OPTIC CONDUIT
, THE MINIMUM BOX SIZE
SHALL BE 48"x48%24" PRE -CAST CONCRETE WITH A SEPARATE MANHOLE AND LID COLLAR.
OC&
ELEC
UTILITY CROSSIN 2 18
466.3± BOT DRY UTILITIE
464.0± TOP 18 -SD
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1 THE CONTRACTOR SHALL POTHOLE LOCATIONS TO JOIN EXISTING UTILITIE
PRIOR TO ANY NEW CONSTRUCTION TO VERIFY EXACT DIMENSIONS AND
NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES.
2. EXISTING UTILITIES ACROSS OR ALONG THE LINE OF THE PROPOSED WOR
ARE SHOWN ONLY IN AN APPROXIMATE LOCATION ON THESE PLANS.
CONTRACTOR SHALL ON HIS OVVN INITIATIVE AND AT NO ADDITIONAL COST,
LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY.
CONTRACTOR SHALL VERIFY AND CALCULATE ALL POINTS OF CONNECTIO
AND ALL UTILITY CROSSINGS AND INFORM THE ENGINEER OF ANY
CONFLICTS OR REQUIRED DEVATIONS FROM THE PLANS. THE ENGINEER
SHALL BE HELD HARMLESS IN 7HE EVENT THE CONTRACTOR FAILS TO MAK
SUCH NOTIFICATIONS.
3. ALL DRY UTILITY EXTENSIONS INCLUDING SERVICE LINES SHALL BE
CONSTRUCTED TO THE APPRCPRIATE UTILITY COMPANY SPECIFICATIONS
AND REQUIREMENTS. ALL UTILITY COMPANY DISCONNECTIONS SHALL BE
COORDINATED WITH THE DESIGNATED UTILITY COMPANY. CONTRACTOR
SHALL FURTHER COORDINATEANY DISRUPTIONS TO EXISTING UTILITY
SERVICE WITH ADJACENT PROPERTY OWNERS.
4. ALL UTILITIES SHALL TERMINAIE AS SHOWN ON PLAN THE END OF ALL
SERVICE LINES SHALL BE TIGHFLY CAPPED OR PLUGGED AND MARKED
UNTIL SUCH TIME AS CONNECTONS ARE MADE INSIDE THE BUILDING.
COORDINATE ALL ENTRANCESTO THE BUILDING WITH THE ARCHITECTURA
PLANS.
UNAUTHORIZED CHANGES AND USES: The engineer
preparing these plans will not be
responsible for,
Engineers Note to Contractor:
BENCHMARK:
or liable for, unauthorized changes to or uses of
these plans. All changes to the
plans must be
in writing and must be approved by the preparer
of these plans.
The existence and location of any
underground utilities,
THE BASIS OF ELEVATIONS IS BASED UPON
Construction contractor agrees that in accordance
with generally accepted construction
practices,
pipes, and/or structures shown on these plans were
obtained by a search of available records. To the
THE CITY OF SPRINGFIELD BENCHMARK NO.
construction contractor will be required to assume
sole and complete responsibility
for job site
best of our knowledge, there are
no existing utilities
180, BEING A CHISELED SQUARE AT THE
conditions during the course of construction of this project, including safety of all
persons and
except as shown on these plans.
The contractor shal
NORTHWEST CORNER OF 28TH AND
property, that this requirement shall be made to apply continuously and not limited
to normal
ascertain the true vertical and horizontal location and
OLYMPIC, ELEVATION BEING 468.25. ADD 0.32
working hours, and construction contractor further
agrees to defend, indemnify and
'in
hold design
size of those to be used of any
underground utilities
FEET ± TO CONVERT TO NAVD 29 (PER CITY
professional harmless from any and all liability, real or alleged, connection with
the performance
and shall be responsible for any
damage to any
of work on this pr fect, excepting liability arising
01
from sole negligence of design professional.
public or private utilities, shown or
not shown hereon.
OF SPRINGFIELD SURVEY DEPARTMENT
TOLL FREE 1-800-332-2344 (OR 811)
OREGON UTILITY NOTIFICATION CENTER (OUNC)
SITE PLAN NOTES
1 ALL ACCESSIBLE PARKING STALLS AND ACCESSIBLE PATHS OF
TRAVEL SHALL MEET ALL APPLICABLE STANDARDS, SPECIFICALLY
2% MAXIMUM SLOPE FOR ALL STALLS IN ANY DIRECTION AND 211/o
MAXIMUM CROSS -SLOPE FOR PATHS OF TRAVEL. ALL RAMPS
SHALL NOT EXCEED 1:12 AND HAVE A MAXIMUM RISE OF 2.5'
WITHOUT A LANDING.
2. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY
RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING
SAFETY OF ALL PERSONS AND PROPERTY DURING ALL PHASES
OF CONSTRUCTION OF THIS SITE. THIS REQUIREMENT SHALL
APPLY CONTINUOUSLY AND SHALL NOT BE LIMITED TO
CONSTRUCTION WORKING HOURS.
3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO TAKE ALL
PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO
ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF
THIS PROJECT. IF SAID PROPERTIES ARE DAMAGED BY
CONTRACTOR, SUCH SHALL BE REPAIRED/RESTORED TO THEIR
ORIGINAL CONDITION AT THE SOLE EXPENSE OF THE
CONTRACTOR.
4. CONTRACTOR SHALL COORDINATE AND COMPLY WITH ALL
UTILITY COMPANIES INVOLVED IN PROJECT.
5. SEE ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS
AND LAYOUT.
& ALL SIGNS AND PAVEMENT MARKINGS SHALL CONFORM TO THE
REQUIREMENTS OF THE MUTCD, LATEST EDITION. PARKING
SPACES SHALL BE STRIPED WITH TRAFFIC YELLOW PAINT (411
MINIMUM WIDTH).
7. PAVING MATERIALS INCLUDING ASPHALT CONCRETE, CRUSHED
STONE BASE COURSE, CONCRETE PAVEMENT, AND CONCRETE
CURB AND GUTTER, SHALL CONFORM TO THE REQUIREMENTS OF
THE PROJECT SPECIFICATIONS, OR THE CITY OF SPRINGFIELD
STANDARD SPECIFICATIONS.
INSTALL NEW FIBER OPTIC CABLE AND TELEPHONE CONDUITS
FROM EXISTING WALMART STORE TO NEW MODULAR BUILDING.
REFER TO ELECTRICAL PLANS FOR ADDITIONAL INFORMATION.
INSTALL TWO (2)-2" ELECTRICAL CONDUITS FROM EXISTING
WALMART STORE TO NEW TRANSFORMER PAD. REFER TO
ELECTRICAL PLANS FOR ADDITIONAL INFORMATION.
INSTALL NEW TRANSFORMER WITH CONCRETE PAD. REFER TO
STRUCTU RAL/ELECTR I CAL PLANS FOR INSTALLATION DETAILS,
RELOCATE EXISTING YARD LIGHT FOOTPRINT TO ADJACENT
LANDSCAPE PLANTER. CONSTRUCT NEW CONCRETE POLE BASE
PER SITE ELECTRICAL PLANS OR DETAIL, INSTALL CONDUIT,
WIRING, AND PULL BOXES AS NECESSARY TO RESTORE FULL
FUNCTIONALITY TO ALL SITE LIGHTING.
CONNECT NEW 6" SEWER LATERAL TO EXISTING 6" SEWER LATERAL.
INSTALL NEW SEWER CLEANOUT PER DETAIL ON SHEET C4.
INSTALL NEW 6" SDR 35 PVC SEWER LATERAL. TRENCH BACKFILL
PER DETAIL ON SHEET C4. RESTORE SURFACE TO MATCH EXISTING
CONDITION.
INSTALL NEW I" WATER SERVICE WITH 1" WATER METER AND 1"
REDUCED PRESSURE BACKFLOW PREVENTION DEVICE PER CITY
STANDARDS AND SPECIFICATION.
INS I -ALL NEW PIPE BOLLARD PER DETAIL ON SHEET C4.
10
CONSTRUCT NEW LEVEL CONCRETE LANDING AT BOTTOM OF
RAMP/STAIRS WITH 6" PORTLAND CEMENT CONCRETE OVER 6"
AGGREGATE BASE. REFER TO ARCHITECTURAL PLANS FOR MORE
INFORMATION REGARDING RAMPS, STAIRS, PLATFORMS, ETC.
GINSTALL NEW ACCESSIBLE PARKING STALL STRIPING AND SIGNAGE
PER DETAILS ON SHEET C4 AND IN COMPLIANCE WITH ALL
APPLICABLE CODES. GRIND AND OVERLAY AC PAVING AS NEEDED
TO COMPLY WITH ACCESSIBILITY REQUIREMENTS. SLOPE SHALL BE
LESS THAN 2% IN ANY DIRECTION.
INSTALL NEW DIAGONAL STRIPING AT 3'ON CENTER WITH 4"
TRAFFIC YELLOW PAINT PER WALMART SPECIFICATIONS.
U3 REMOVE EXISTING STRIPING BY GRINDING.
11�
U4 INSTALL NEW ACCESSIBLE PATH OF TRAVEL WITH WHITE BORDER
AND DIAGONAL STRIPING AT 3'ON CENTER. GRIND AND OVERLAY
AC PAVING AS NEEDED TO COMPLY WITH ACCESSIBILITY
REQUIREMENTS. CROSS -SLOPE SHALL BE LESS THAN 2%.
CONSTRUCT NEW CONCRETE CURB RAMP WITH TRUNCATED
DOMES PER ACCESSIBILITY REQUIREMENTS. REPAIR LANDSCAPE
IRRIGATION AS NEEDED TO RESTORE FULL FUNCTIONALITY.
Q J6 CONSTRUCT NEW CONCRETE CURB PER DETAIL ON SHEET C4.
U7 REMOVE PORTION OF EXISTING CONCRETE CURB AND GUTTER FOR
NEW RAMP CONSTRUCTION.
el--**--,
U8 INSTALL NEW DIRECTIONAL ARROW PAVEMENT MARKING PER
DETAIL ON SHEET C4 WITH TRAFFIC YELLOW PAINT PER WALMART
SPECIFICATIONS.
RELOCATE EXISTING CART CORRAL FROM WITHIN PROPOSED
BUILDING FOOTPRINT TO ADJACENT PARKING AREA. RE -ATTACH TO
PAVEMENT AS NECESSARY.
DEMOLITION NOTES
1 THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION,
REMOVAL, AND DISPOSING IN A LOCATION APPROVED BY ALL
GOVERNING AUTHORITIES, OF ALL PARKING, DRIVES, DRAINAGE,
STRUCTURES, UTILITIES, ETC., SUCH THAT THE IMPROVEMENTS
SHOWN ON THE REMAINING PLANS CAN BE CONSTRUCTED. ALL
FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE
MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED
FILL MATERIAL PER THE SPECIFICATIONS.
2. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS
FROM THE SITE AND DISPOSING THE DEBRIS IN A LAWFUL MANNER.
THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS
REQUIRED FOR DEMOLITION AND DISPOSAL.
3. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THIS PLAN
HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE
AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE
ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY.
PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE
CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR ONSITE
LOCATIONS OF EXISTING UTILITIES.
4. ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO
BE INTERPRETED AS THE EXACT LOCATION, OR AS THE ONLY
OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING
CONDITIONS AND PROCEED WITH CAUTION AROUND ANY
ANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITY COMPANIES
REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES
AND CAP ALL LINES BEFORE PROCEEDING WITH THE WORK.
5. ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE
AND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATED
SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY.
ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE
COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO
PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR
SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN ANY
ROAD RIGHT OF WAY DURING CONSTRUCTION,
6. CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH
FENCING, BARRICADES, ENCLOSURES, ETC., TO THE BEST
PRACTICES.
7. PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL
DEVICES ARE TO BE INSTALLED.
8. SHOULD REMOVAL AND/OR RELOCATION ACTIVITIES DAMAGE
FENCING, LIGHTING, UTILITIES, STORM INLET STRUCTURES, ETC.
THEN THE CONTRACTOR SHALL PROVIDE NEW
MATERIALS/STRUCTURES IN ACCORDANCE WITH THE CONTRACT
DOCUMENTS. EXCEPT FOR MATERIALS DESIGNED TO BE
RELOCATED ON THIS PLAN, ALL OTHER CONSTRUCTION MATERIALS
SHALL BE NEW.
9. CONTRACTOR MAY LIMIT SAWCUT AND PAVEMENT REMOVAL TO
ONLY THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THESE
CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED ON ANY
OF THE SURROUNDING PAVEMENT, ETC. THE CONTRACTOR SHALL
BE RESPONSIBLE FOR IT'S REMOVAL AND REPAIR (INCLUDING ANY
SUBGRADE REPAIRS).
N
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TOLL FREE 1-800-332-2344 (OR 811)
OREGON UTILITY NOTIFICATION CENTER (OUNC)
I iiigli�giwfflg
NOTE: UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING
AREAS: TRAILER, PARKING, LAY DOWN, PORTA-POTTY, WHEEL WASH,
CONCRETE WASHOUT, MASON'S AREA, FUEL AND MATERIAL STORAGE
AREAS/CONTAINERS, SOLID WASTE CONTAINERS, ETC., IMMEDIATELY
DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN
LOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION
PROCESS. IN ADDITION, NOTE ALL AREAS WHERE FILL IS IMPORTED
FROM OR SOIL IS EXPORTED TO ON THE SITE MAPS.
USGS QUADRANGLE MAP
GRAPHIC SCALE
DRAWN BY:
DRAINAGE FLOW DIRECTION
PROTO:
PROPERTY LINES
- —._..----r_
SAWCUT LINE
LOD
LIMITS OF DISTURBANCE
TEMPORARY CONSTRUCTION FENCING
Q)
D
20 0 10 20
— R — R — R
RIDGE LINE
STORM DRAIN LINE
Z
0
0
PERMANENT SOD / LANDSCAPING
E
(IN FEET)
1 inch = 20 feet
- 0
UNAUTHORIZED CHANGES AND USES: The engineer
preparing these plans will not be
responsible for,
Engineers Note to Contractor:BENCHMARK-
<
or liable for, unauthorized changes to or uses of
these plans. All changes to the
plans must be
in writing and must be approved by the preparer
of these plans.
The existence and location of any underground utilities,
THE BASIS OF ELEVATIONS IS BASED UPON
UO
Construction contractor agrees that in accordance
with generally accepted construction
practices,
pipes, and/or structures shown on these plans were
obtained by a search of available records. To the
THE CITY OF SPRINGFIELD BENCHMARK NO.
construction contractor will be required to assume
sole and complete responsibility
for job site
best of our knowledge, there are no existing utilities
180, BEING A CHISELED SQUARE AT THE
conditions during the course of construction of this
project, including safety of allpersons
and
except as shown on these plans. The contractor shall
NORTHWEST CORNER OF 28TH AND
properfy, that this requirement shall be made fo apply continuously and not limited
to normal
ascertain the true vertical and horizontal location and
OLYMPIC, ELEVATION BEING 468.25. ADD 0.32
N
-1
working hours, and construction contractor further
agrees to defend, indemnify and
hold design
size of those to be used of any underground utilities
FEET ± TO CONVERT TO NAVD 29 (PER CITY
0)
professional harmless from any and all liability, real or alleged, in connection with
the performance
and shall be responsible for any damage to any
of work on this projecf, excepting liability arising
from sole negligence of design professional.
public or private utilities, shown or not shown hereon
OF SPRINGFIELD SURVEY DEPARTMENT
TOLL FREE 1-800-332-2344 (OR 811)
OREGON UTILITY NOTIFICATION CENTER (OUNC)
I iiigli�giwfflg
NOTE: UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING
AREAS: TRAILER, PARKING, LAY DOWN, PORTA-POTTY, WHEEL WASH,
CONCRETE WASHOUT, MASON'S AREA, FUEL AND MATERIAL STORAGE
AREAS/CONTAINERS, SOLID WASTE CONTAINERS, ETC., IMMEDIATELY
DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN
LOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION
PROCESS. IN ADDITION, NOTE ALL AREAS WHERE FILL IS IMPORTED
FROM OR SOIL IS EXPORTED TO ON THE SITE MAPS.
USGS QUADRANGLE MAP
LIMITS OF DISTURBANCE
CONTRACTOR TO LIMIT DISTURBANCE OF SITE IN STRICT
ACCORDANCE WITH THE EROSION CONTROL SEQUENCING SHOWN
ON THIS PLAN. NO UNNECESSARY OR IMPROPERLY SEQUENCED
CLEARING AND/OR GRADING SHALL BE PERMITTED.
CAUTION NOTICE TO CONTRACTOR
IF PROPERLY IMPLEMENTED, THIS PLAN WILL PROVIDE AN
EFFECTIVE MEANS FOR CONTROLLING EROSION. HOWEVER, IT IS
ACKNOWLEDGED THAT NO ONE PLAN CAN BE PREPARED THAT WILL
DEPICT ALL POSSIBLE CONTROL MEASURES NECESSARY FOR
VARIOUS STAGES OF CONSTRUCTION. THE CONTRACTOR SHALL
INCLUDE IN THE BASE BID ADEQUATE FUNDS TO PROVIDE ALL
EROSION CONTROL MEASURES NECESSARY TO COMPLY WITH
CODES FOR THE DURATION OF THE CONSTRUCTION PROJECT.
SPECIFICATIONS REQUIREMENTS
THE REQUIREMENTS SHOWN ON THIS PLAN ARE SUPPLEMENTED BY
THE PROJECT SPECIFICATIONS. IN CASE OF CONFLICTS BETWEEN
THE PLANS, EROSION CONTROL SPECIFICATIONS AND THE ACTUAL
GENERAL PERMIT, THE MOST STRINGENT REQUIREMENTS SHALL i"
APPLY.
FILTER BAG INLET PROTECTION
DRAWN BY:
DRAINAGE FLOW DIRECTION
PROTO:
PROPERTY LINES
- —._..----r_
SAWCUT LINE
LOD
LIMITS OF DISTURBANCE
TEMPORARY CONSTRUCTION FENCING
V)
Z
<
WEIGHTED FIBER ROLLS
— R — R — R
RIDGE LINE
STORM DRAIN LINE
Z
0
0
PERMANENT SOD / LANDSCAPING
LIMITS OF DISTURBANCE
CONTRACTOR TO LIMIT DISTURBANCE OF SITE IN STRICT
ACCORDANCE WITH THE EROSION CONTROL SEQUENCING SHOWN
ON THIS PLAN. NO UNNECESSARY OR IMPROPERLY SEQUENCED
CLEARING AND/OR GRADING SHALL BE PERMITTED.
CAUTION NOTICE TO CONTRACTOR
IF PROPERLY IMPLEMENTED, THIS PLAN WILL PROVIDE AN
EFFECTIVE MEANS FOR CONTROLLING EROSION. HOWEVER, IT IS
ACKNOWLEDGED THAT NO ONE PLAN CAN BE PREPARED THAT WILL
DEPICT ALL POSSIBLE CONTROL MEASURES NECESSARY FOR
VARIOUS STAGES OF CONSTRUCTION. THE CONTRACTOR SHALL
INCLUDE IN THE BASE BID ADEQUATE FUNDS TO PROVIDE ALL
EROSION CONTROL MEASURES NECESSARY TO COMPLY WITH
CODES FOR THE DURATION OF THE CONSTRUCTION PROJECT.
SPECIFICATIONS REQUIREMENTS
THE REQUIREMENTS SHOWN ON THIS PLAN ARE SUPPLEMENTED BY
THE PROJECT SPECIFICATIONS. IN CASE OF CONFLICTS BETWEEN
THE PLANS, EROSION CONTROL SPECIFICATIONS AND THE ACTUAL
GENERAL PERMIT, THE MOST STRINGENT REQUIREMENTS SHALL i"
APPLY.
CHECKED BY:
d.R V
Z
DRAWN BY:
db
PROTO:
195 SC
DOCUMENT DATE:
08/29/16
•
V)
Z
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OEM
B 0 81,00
-g - A
0 I
-J
V)
Al
CHECKED BY:
d.R V
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DRAWN BY:
STB
PROTO:
195 SC
DOCUMENT DATE:
08/29/16
V)
Z
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OEM
B 0 81,00
-g - A
0 I
-J
V)
Al
Z
0
0
CHECKED BY:
JV
DRAWN BY:
STB
PROTO:
195 SC
DOCUMENT DATE:
08/29/16
N
1EXPIRES: 6/30/181
EROSION
CONTROL
PLAN
SHEET:
C3
I
NOTES:1. 'l ! ARROWS SHALL BE APPLIED IN
SECTIONACCORDANCE WITH i OF ON
UNIE0_RM I96FFIQ QQNTROL DEVICES FOR It
HIGHWA`S
WORDS2. THESE # BE PAINTED"RETROREFLECTIVE
PUBLICWHITE WITH GLASS BEADS", PER SPECIFICATIONS, WHEN
AT EXITS FROM PARKING LOT TO
NOTES;
CONCRETE CURB-- 1. TIME SURFACE OF RAMP SHALL HAVE
DETECTABLE WARNINGS AS SHOM.
DETECTABLE WARNINGS SHALL CONSIST OF O.D. O.D.
RAISED TRUNCATED DOES. SEE DETECTABLE
,..� WARNINGS DETAIL,
PAVED AREA 2. RAMP SIDE SLOPE VARIES UNIFORMLY FROM UNDISTURBED f�\�ti UPD1SiURI3ED ,\, P\\
A MAXIMUM OF UP TO 10% AT CURB TO EARTH OR \ EARTH OR !\ {
z CONFORM WITH LONGITUDINAL SIDEWALK SLOPE COMPACTED % �j COMPACTED f.
ADJACENT TO TOP OF THE RAMP. FILL X FINAL FILL \ FINAL
\ BACKFILL \ BACKFILL
10� MAX. in 3. CONSTRUCT PER A.D.A. STANDARDS.
FLARED HEAVY DUTY FRAME AND COVER \ \
THREADED PVC CLEANOUT PLUG
SIDE 4. REFER TO PLANS FOR ADJACENT SLOPES. LETTERS -C.O.- CAST IN COVER
DOMES ARE NOT w f %�\
u SHO TO ALE, - 5, THE OSS SLOPE OF THE RAMP SURFACE GRADE SURFACE AWAY
PIPE ;` PIPE \
SEE DETECTABLE c SHALL BE NO GREA THAN 1:50. FROM CLEAN OUT 1" IN GRASSY AREA SPRING m �� SPRING/
WARNINGS DETAIL c z .. 0" IN PA AREA LINE i INITIAL LINE ` f INITIAL
SIDEWALK u Q BACKFILL BACKFILL
8.33 MAX. AND NOTE 1 -
o o e�' \ %~
trz
ca \\ , t HAUNCHING \\ ` {f' ",� >HAUNCHING
se
U)!sl ADJUSTABLE HEAD \\ £' BEDDING \\ "BEDDING
d 0 A 00
U s rn (MIN.) \ \ \ \ \ �� (MIN,)
4" MIN. 2500 PSI P.C. \ ? , �`�.
A}
ca �a ` ,? CONCRETE COLLAR`
0 o o` wtrs 0.9" 12" 12" " PIPE DIA. w 4"
10% MAX. 1 NOTE; SEE APPLICABLE DETAIL X22 t O.D. OF. OFIPPIPE + 18TH 18"
FLARED 3Y MINp FOR BACKFILL AND BEDDING
.
SIDE INSTRUCTIONS. SIZE OF RISER PIPE PER LOCAL CODES
WATER LINE SANITARY SEWERf
5' MIN. 1
ARC OR AS REQUIRED BY THE I { i 45" BEND
LENGTH LOCAL JURISDICTION/ c °° ° c fl o , �--- CRUSHED STONE PER LOCAL CODES
t`-- o fl ° '.f o OO
GOVERNING AUTHORITIES °°F J O C. °o
O ,`{a fl Q ° g Q
00 tpt 4 p
0 -0 QENEEAL NOTES
5 MIN, LANDING AREA 6 0 fl
°
p a° fl fl °
C a ° 'o fl DIRECTION OF FLOW
1, BEDDING SHAD. BE CLASS I -A WORKED BY 6. FINAL BACKFILL NOT UNDER PAVER AREAS CAN
HAND. IF GROUNDWATER IS ANTICIPATED, BE CLASS IV -A COMPACTED TO 95 STANDARD
THEN BEDDING SHALL BE GLASS I -B PROCTOR.
COMPACTED 10 85 STANDARD PROCTOR.
--7. ALL. MATERIALS ARE CLASSIFIED IN
CONCRETE CURB P L A_N 2.35" O.C. 0. ° ° 0-0" 00 °o ° a � % a ACCORDANCE WITH AS D 2321-89..
2. HAUNCHING SHALL BE WORKED AROUND THE PIPE
C4 PLUG WYE IF SERVICE LATERAL BY HAND TO ELIMINATE VOIDS AND SHALL BE CLASS B. ALL MATERIALS SHALL BE INSTALLED IN
DOES NOT CONTINUE I -A OR CLASS I-6 OR CLASS 11 COMPACTED TO MAXIMUM 8" LOOSE LIFTS IN ACCORDANCE
85 PROCTOR. WITH ASTM D 698. CLASS III AND IV -A
NOTE: PREFABRICATED PANELS PER SEE PLAN FOR PIPE SIZE, TYPE, AND ELEVATION MATERIALS SHALL BE COMPACTED NEAR
A.D.A. ACCESSIBILITY GUIDELINES SECTION 3. INITIAL BACKFILL SHALL BE CLASS I -A OPTIMUM MOISTURE CONTENT.
4.29.2 & A4.29.2 SHALL BE USED, WORKED BY BAND, OR CLASS I -B OR CLASS If
ROUNDED COMPACTED TO 85 STANDARD PROCTOR. 9. FILL SALVAGED FROM EXCAVATION SHALL BE
8.3,3,-, MAX FREE OF DEBRIS, ORGANICS AND ROCKS
4TABLE. INITIAL BACKFILL NOT UNDER PAVED AREAS LARGER THAN 3".
L
CAN BE CLASS III COMPACTED TO 90
- STANDARD PF€OGTOR. 1O, ALL TRENCH EXCAVATIONS SHALL BE SLOPED,
L ° o 0 0 TAIL SHORED, SHEETED, BRACED, OR 01HER ISE
° ° GS 5. FINAL BACKFILL SHALL BE CLASS 1, 11, OR SUPPORTED IN COMPLIANCE WITH OSHA
1:4tv
SANITARY III COMPACTED AS NOTED IN NOTES 3. AND REGULATIONS AND LOCAL ORDINANCES. (SEE
LANDING AREA " 4., SPECIFICATIONS)
4 AGGREGATE BASE COURSE COMPACTED TO 98%
OPTIMUM DENSITY PER ASTM D698 OR 95 OPTIMUM
p DENSITY PER ASTM D1557
a T.
ADA CURB RAMP UTILITY TRENCH AND BEDDING
°
ADA RAMP IN SIDEWALK 03114!08 DTSSCOUT 12104/01 DTUTLTRN 12/21/04
ARROW PAVEMENT MARKINGS 0
P.C.IF
r'
EXISTING PAVEMENT
NEW PAVEMENT
f
5j8"x 12' (MIN}�COI'PER
CLOSED CELL BACKER
ROD. TYPICALLY 1/8- TO
N.T.S.SOLID
TO GROUND ROD
ACCEPTABLE PRACTICE ON
_ �,�__�_
¢.
DTRLTURN 04/28j14
WAL-MART OR SAM'S
_ �� _
$"
WAIT AS LONG AS FEASIBLE TO SEAL
EXPANSION PROJECTS.
4-#8 VERTICAL
- -
JOINTS TO ALLOW CONCRETE
PER SPECIFICATIONS. POLE
1 j4" LARGER THAN JOINT
A MINIMUM 2' INTO
PAVING
SHRINKAGE TO OCCUR. 1F REQUIRED,
SHALL BE MADE PLUMB WITH
FOUNDATION •.:. B _ BEARING OF 2000 S
RE -SAW JOINT IMMEDIATELY PRIOR
WA_C*01FR,
8'
1/4" WIDE BY 1" DEEP
TO INSTALLING SEALANT TO
ADJACENT TO
- }
SAW CUT, FILL NTH
ACHIEVE A 1/4 " JOINT WIDTH.
VALUE OF 1000
ANCHOR BOLTS
PAVEMENT SEALANT.
1/2" EXPANSION JOINT MATERIAL
T ENSURE JOINT IS CLEAN, DRY AND
DTTMFENC 09/17/07
CONDUIT AS REQUI
MAKE SAW GUT TOP OF
1'-6" SE OF
4"x 6" MIN.
SIDES PREPARED PER MANUFACTURER'S
PAVED SURFACE
JUNCTION BOX (POLES
IMMEDIATELY PRIOR PAVEMENT
VATH OVERTURNING LOADS*.
co RECOMMENDATIONS.
DESIGNATED VATH 'CAM' SUFFIX
SAWCUT FULL DEPTH OF SLAB A DISTANCE
TO INSTALLING PAVEMENT
CAMERAS M
ONLY, I.E. BV -CAI), LOCATE
8.
BACK FROM EXISTING EDGE TO ENSURE A
SEALANT.
BETWEEN TOP AND SECOND TIES
PROVIDE JUNCTION BOX ON POLES
FOUNDATIONS ARE NOT ACCEPTABLE.
STRAIGHT EDGE ALONG ENTIRE LENGTH OF
/�
12"X6" PLAQUEr
PAVEMENT. OBTAIN OWNER'S REPRESENTATIVE
7
-
=
cos
3" COVER
APPROVAL PRIOR TO SAWCUT NG,
PCC JOINT DETAIL BLOW --UP
iE C IRITY
BV-CAM).POLE
- P
o\\r
OVER FOOTING
POLE -TO --BASE PLATE
OR
LLj
"
6" MIN.
POST / CONCRETE
T/2 BUT NOT
BOLTS
p
0
LESS THAN 1 4YY
1/23" FIRST
<
GRADE
----- --
DOWEL CLIP
BY PNA
PAVEMENT SEALANT
CONCRETE-
180
ONCRETE-18"
7" REQUIREMENTS.
CQN-STRUCTION JOINT I T DETAIL BLOW-UPT
CONCRETETYPE "E"' CURBq®9 JOINTI
ll..;� I
i
I, , - 0 9
DTCURBE 12117/04
IF LIGHT POLE BASF IS WITHIN A RAISED
CURB AND OFFSET FROM THE BACK OF
CURB (OR CONCRETE SUF-
FEE T OR MORE, THE BASE
BE PAINTED.
YELLOW
DTE 1)
TOP RAIL"•
1.66 IN OD, 2.27 LB FT• si
GALVANIZED STEEL PIPE(TYP.)
" GAGE,TTOM -
'[SHED SZE GALVANIZED STEEL
���
TWISTED
R IE CONFORMING
ASTM A392, A491, F668,C
�r
FENCE POST BASES, WITH
r'
EXISTING PAVEMENT
NEW PAVEMENT
f
5j8"x 12' (MIN}�COI'PER
CLOSED CELL BACKER
ROD. TYPICALLY 1/8- TO
LOCKING WASHER
TO GROUND ROD
ACCEPTABLE PRACTICE ON
_ �,�__�_
¢.
IF SUPPLIED BY
WAL-MART OR SAM'S
_ �� _
$"
39' STEEL TAPERED POLE
EXPANSION PROJECTS.
4-#8 VERTICAL
- -
POST MUST BE EMBEDDED
PER SPECIFICATIONS. POLE
1 j4" LARGER THAN JOINT
A MINIMUM 2' INTO
PAVING
C3�
SHALL BE MADE PLUMB WITH
FOUNDATION •.:. B _ BEARING OF 2000 S
BARS PLACED
WA_C*01FR,
8'
a'
FILL VOIDED AREA AROUND
ADJACENT TO
- }
POST WITH SAND
WIDTH.
VALUE OF 1000
ANCHOR BOLTS
JUNCTIONADAPTER
•.
1/2" EXPANSION JOINT MATERIAL
HAND HOLE NTH COVER
DTTMFENC 09/17/07
CONDUIT AS REQUI
ALL AROUND, SEAL VRTH JOINT
SEALER PER SPECIFICATIONS
1'-6" SE OF
4"x 6" MIN.
PRESSURE OF 1000 M U71UZING AASHTO FIGURE 1.8.20(4) OF -EMBEDMENT OF POSTS
PAVED SURFACE
JUNCTION BOX (POLES
t-
VATH OVERTURNING LOADS*.
•
DESIGNATED VATH 'CAM' SUFFIX
DETAIL "C"
DETAIL FOR POLE WITH MAX. FIXTUREP: 46 SQ.FT.
CAMERAS M
ONLY, I.E. BV -CAI), LOCATE
8.
ALL LIGHT POLE BASE FOUNDATIONS SHALL BE CAST -IN-PLACE. PRE -CAST LIGHT POLE BASE
f
BETWEEN TOP AND SECOND TIES
PROVIDE JUNCTION BOX ON POLES
FOUNDATIONS ARE NOT ACCEPTABLE.
m"
/�
12"X6" PLAQUEr
DESIGNATEDTH "CAM" SUFFIX ONLY (I.E.
Drat
c d
cos
3" COVER
TYPICAL AT ALLcam'
ACCESSIBLE
iE C IRITY
BV-CAM).POLE
- P
o\\r
OVER FOOTING
POLE -TO --BASE PLATE
OR
LLj
t'
4
POST / CONCRETE
SH PLY WITH A
BOLTS
p
0
Com. ATT AND BOTTOMFINISH
1/23" FIRST
<
GRADE
----- --
__
cn
PSI P.C.
BASE PLATE T H
45°%/1�/f�/\�%jf�\�f��f
SAWCUT
"
DRILL_ 1-1/4" DIA. HOLE FOR
OR PER LOCAL CODE
TYP
o
SECOND SAWCUT
1/4"
1�2" MIN. RADIUS
3/4" DOWEL AND 1" DIA. HOLE
D
0'-3 3/4"
(IF REQUIRED)
��l MAX. RADIUS
FOR 112" DOWEL AND INSTALL
M UFA RE S
3/4" SQUARE DOWEL
CONTRACTOR TO PROVIDE
DOWEL LITH NON -SHRINK GROUT.
APPLY CURING COMPOUND
FOR " THICK PAVEMENTS,
NOTES:
1.
ENSURE JOINTS ARE GLEAN AND DRY PRIOR TO THE
PRIME COAT AND TACK
COAT TO FACE OF CURB
D
TO SLAB FACE ATA
1 2" SQUARE DOWEL FOR
"
4 TO 5 THICK PAVEMENTS.
PAINTED TRAFFIC YELLOW
APPLICATION OF THE JOINT SEALANT.
ERE CURB CONTACTS
ASPHALT.
ENSURE GROUT IS FLUSH
COVERAGE RATE OF 300 SF
MAX PER GALLON TO ACT AS
SPACE DOWELS AT 18" O.C.
2.
INSTALL CLOSED CELL BACKER ROD AFTER JOINTS HAVE BEEN
CLEANED AND DRIED IN ACCORDANCE WITH SEALANT
WITH FACE OF EXISTING
SLAB.
A BOND BREAKER AT LEAST
DO NOT GREASE DOWEL.
MANUFACTURER'S REQUIREMENTS.
03103/11 -�-� DTMUTCD
48 HOURS PRIOR TO PLACING
08/17109
3.
INSTALL BACKER TOD AT CONSISTENT AND UNIFORM DEPTH.
ASPHALTIC
CONCRETE PAVING
NEW SLAB.
24" DIA. CRETE FOUNDATION
4.
JOINT SEALANT APPLICATION SHALL BE IN STRICT COMPLIANCE
SEE PAVING DETAILS FOR
.lUNCTI BOX (P A
TICAL D HORIZONTAL
WITH SEALANT MANUFACTURER'S REQUIREMENTS.
PAVEMENT SECTIONS, SUBBASE,
SUBGRADE AND COMPACTION
BARS SHALL BE FIELD TIED.
BV -CAM), FLUSH WITH FACE OF
WELDING NOT PERMITTED.
7" REQUIREMENTS.
CQN-STRUCTION JOINT I T DETAIL BLOW-UPT
CONCRETETYPE "E"' CURBq®9 JOINTI
ll..;� I
i
I, , - 0 9
DTCURBE 12117/04
IF LIGHT POLE BASF IS WITHIN A RAISED
CURB AND OFFSET FROM THE BACK OF
CURB (OR CONCRETE SUF-
FEE T OR MORE, THE BASE
BE PAINTED.
YELLOW
DTE 1)
TOP RAIL"•
1.66 IN OD, 2.27 LB FT• si
GALVANIZED STEEL PIPE(TYP.)
" GAGE,TTOM -
'[SHED SZE GALVANIZED STEEL
���
TWISTED
R IE CONFORMING
ASTM A392, A491, F668,C
�r
FENCE POST BASES, WITH
r'
NOTES-
OR WITHOUT SAND BAG
f
5j8"x 12' (MIN}�COI'PER
STABILIZATION, ARE NOT
LOCKING WASHER
TO GROUND ROD
ACCEPTABLE PRACTICE ON
IF WATER IS PRESENT IN HOLE, REMOVE BEFORE POURING CONCRETT-
IF SUPPLIED BY
WAL-MART OR SAM'S
EQUIPMENT GROUND \IRE AT
39' STEEL TAPERED POLE
EXPANSION PROJECTS.
4-#8 VERTICAL
- -
POST MUST BE EMBEDDED
PER SPECIFICATIONS. POLE
FILL PER SPECIFTCAVONS,
A MINIMUM 2' INTO
PAVING
2" PVC UALE
SHALL BE MADE PLUMB WITH
FOUNDATION •.:. B _ BEARING OF 2000 S
BARS PLACED
WA_C*01FR,
8'
a'
FILL VOIDED AREA AROUND
ADJACENT TO
- }
POST WITH SAND
c�
I
VALUE OF 1000
ANCHOR BOLTS
JUNCTIONADAPTER
•.
1/2" EXPANSION JOINT MATERIAL
HAND HOLE NTH COVER
DTTMFENC 09/17/07
CONDUIT AS REQUI
ALL AROUND, SEAL VRTH JOINT
SEALER PER SPECIFICATIONS
DTCONJNT
03-02-12
NOTES-
•.._
3 TIES AT 16" O.C.
5j8"x 12' (MIN}�COI'PER
DOCUMENT1
LOCKING WASHER
TO GROUND ROD
GROUND RODNECTED TG}
IF WATER IS PRESENT IN HOLE, REMOVE BEFORE POURING CONCRETT-
IF SUPPLIED BY
-NUT
EQUIPMENT GROUND \IRE AT
39' STEEL TAPERED POLE
FOUNDATION EXCAVATION SMALL BE BY 2e AUGER IN UNDISTURBED OR PROPERLY COMPACTED
4-#8 VERTICAL
- -
GROUND LUG IN POLE
PER SPECIFICATIONS. POLE
FILL PER SPECIFTCAVONS,
REINFORCING
2" PVC UALE
SHALL BE MADE PLUMB WITH
FOUNDATION •.:. B _ BEARING OF 2000 S
BARS PLACED
WA_C*01FR,
INSTALLATION IN CONCRETE
LEVELING NUTS,
FCRJNDA11ON HAS BEEN DESIGNED FOR A COHESIVE SOIL BASED ON A MINIMUM COHESIVE
ADJACENT TO
- }
PAVING REQUIRES CONTINUOUS
c�
I
VALUE OF 1000
ANCHOR BOLTS
JUNCTIONADAPTER
•.
1/2" EXPANSION JOINT MATERIAL
HAND HOLE NTH COVER
FOUNDA11ONBEEN DESIGNED FOR A GRANULAR SOIL• ON qSOIL
CONDUIT AS REQUI
ALL AROUND, SEAL VRTH JOINT
SEALER PER SPECIFICATIONS
1'-6" SE OF
4"x 6" MIN.
PRESSURE OF 1000 M U71UZING AASHTO FIGURE 1.8.20(4) OF -EMBEDMENT OF POSTS
PAVED SURFACE
JUNCTION BOX (POLES
t-
VATH OVERTURNING LOADS*.
•
DESIGNATED VATH 'CAM' SUFFIX
DETAIL "C"
DETAIL FOR POLE WITH MAX. FIXTUREP: 46 SQ.FT.
CAMERAS M
ONLY, I.E. BV -CAI), LOCATE
8.
ALL LIGHT POLE BASE FOUNDATIONS SHALL BE CAST -IN-PLACE. PRE -CAST LIGHT POLE BASE
f
BETWEEN TOP AND SECOND TIES
PROVIDE JUNCTION BOX ON POLES
FOUNDATIONS ARE NOT ACCEPTABLE.
m"
/�
12"X6" PLAQUEr
DESIGNATEDTH "CAM" SUFFIX ONLY (I.E.
Drat
c d
cos
3" COVER
TYPICAL AT ALLcam'
ACCESSIBLE
iE C IRITY
BV-CAM).POLE
- P
o\\r
OVER FOOTING
POLE -TO --BASE PLATE
OR
LOCATIONS.
t'
;
FILL
POST / CONCRETE
SH PLY WITH A
BOLTS
GREEN LEGEND
0
Com. ATT AND BOTTOMFINISH
ON WHITE BACKGROUND
<
GRADE
120X9" PENALTY SIGN
WITH WORDING AS3500
OF BASE PLATE
cn
PSI P.C.
BASE PLATE T H
45°%/1�/f�/\�%jf�\�f��f
\
OR PER LOCAL CODE
TYP
o
P BA PLATE
BOLT PATTERN PER
D
0'-3 3/4"
M UFA RE S
\4
NOTE I
•//
2" SECURITY
CAMERA CONDUIT
D
ACCESSIBLE PARKING SIGNr__l
PAINTED TRAFFIC YELLOW
n (POLES DESIGNATED VATH
PIPE BOLLARPM
04ra
N.T.&
'CAM' "
LY, I.E.
T
03103/11 -�-� DTMUTCD
€}TGRDPST
08/17109
BV -CAM)
a
24" DIA. CRETE FOUNDATION
1' MIN, LIGHTING CONDUIT
LIGHT FIXTURE ORIENTATI
(
.lUNCTI BOX (P A
TICAL D HORIZONTAL
EN A TO BUILDING)
WITH 'CAM" SUFFIX ONLY, I.E.
BARS SHALL BE FIELD TIED.
BV -CAM), FLUSH WITH FACE OF
WELDING NOT PERMITTED.
LIGHT POLE BASE. LOCATE
SUP T REIN EPdT IN
JUNCTIONBOX TOWARDS T OF
ITS PROPER LOCATION
BOLT CO TYPICAL
BUILDING. JUNCTION BOX SHALL
BEG LCDId T ICU
THE FORMWORK DURING
C3PERATIcq
E1212C24 NTH E1212DIV FIELD
�
INSTALLABLE DIVIDER
2' BELOW FROST LINE
24"
SPECIFICATIONS
HANDHOLE VATH COVER REMOVED
DIAMETER_
BURNDY COPPER FAPA4C
GROUNDING LUG ED
LUG AND TIN PLATED
TO INSIDE OF POLE
NUT AND BOLT OR BURNDY
COPPER C2O VI
TWO PIECE BOLT
ATTACHED TO GROUNDING LUG
4- xB' (MIN) LONG BARS
EQUALLY SPACED
-3 TIES 0 16" O.G. MAX
'--3" MINIMUM COVER TYP
b
04
--,. r a Wl `* LIGHTING
v
TYPICAL
!
' 45 DE
UQUID-TIGHT
CONNECTOR
----#4
NOTES-
•.._
6" SCH. 40 STEEL PIPE
MIN. HEIGHT OF
DOCUMENT1
LOCKING WASHER
TO GROUND ROD
2-
IF WATER IS PRESENT IN HOLE, REMOVE BEFORE POURING CONCRETT-
IF SUPPLIED BY
-NUT
s •
3.
FOUNDATION EXCAVATION SMALL BE BY 2e AUGER IN UNDISTURBED OR PROPERLY COMPACTED
SITE LIGHTING VENDOR
CAMERA =DUIT
USE 4" SCH. 40
FILL PER SPECIFTCAVONS,
•
2" PVC UALE
CONCRETE NTH TOPI�
FOUNDATION •.:. B _ BEARING OF 2000 S
WA_C*01FR,
SOLT PROJECTION
5.
FCRJNDA11ON HAS BEEN DESIGNED FOR A COHESIVE SOIL BASED ON A MINIMUM COHESIVE
LEVELING NUT
- }
c�
I
VALUE OF 1000
Po
JUNCTIONADAPTER
•.
6.
FOUNDA11ONBEEN DESIGNED FOR A GRANULAR SOIL• ON qSOIL
CONN
BASE PLATE PER
FINISHED GRADE
PRESSURE OF 1000 M U71UZING AASHTO FIGURE 1.8.20(4) OF -EMBEDMENT OF POSTS
PAVED SURFACE
SPECIFICATIONS
t-
VATH OVERTURNING LOADS*.
•
ANCHOR BOLT
7.
DETAIL FOR POLE WITH MAX. FIXTUREP: 46 SQ.FT.
CAMERAS M
WRING BY OTHERS.
8.
ALL LIGHT POLE BASE FOUNDATIONS SHALL BE CAST -IN-PLACE. PRE -CAST LIGHT POLE BASE
f
FOUNDATIONS ARE NOT ACCEPTABLE.
--,. r a Wl `* LIGHTING
v
TYPICAL
!
' 45 DE
UQUID-TIGHT
CONNECTOR
r s"
GALVANIZED-s.".NOTE-
• ,G is �
•
DRAWN
•.._
6" SCH. 40 STEEL PIPE
MIN. HEIGHT OF
DOCUMENT1
'' •
CONCRETE PIER
FILLED W/ CONC.
,-,
LOWEST SIGN SHALL
2" SECURTY
s •
BE 7'-0"
TOP ROUNDED.
•
18"X12" Sl
CAMERA =DUIT
USE 4" SCH. 40
2,�0"
•
2" PVC UALE
CONCRETE NTH TOPI�
ROUNDED AND PAINTED
ACCESSIBLE
TRAFFIC YELLOW
- }
c�
I
PAVEMENT OR
Po
JUNCTIONADAPTER
•.
SLOPE TOP
GREEN LEGEND
OF CONCRETE
FINISHED GRADE
PAVED SURFACE
a
t-
ITE SYMBOL ON BLUE
•
6.
FOR POLE LOCATIONS DESIGNATED W17H
ONLY,(NLY
%W* SUFFIX
CAMERAS M
WRING BY OTHERS.
ON MITE BACKGROUND\\\i\\j\\\j
r s"
GALVANIZED-s.".NOTE-
• ,G is �
•
DRAWN
SQUARE TUBETHE
6" SCH. 40 STEEL PIPE
MIN. HEIGHT OF
DOCUMENT1
'' •
rWITH
FILLED W/ CONC.
,-,
LOWEST SIGN SHALL
RESERVED
s •
BE 7'-0"
TOP ROUNDED.
•
18"X12" Sl
• i
USE 4" SCH. 40
2,�0"
STEEL PIPE FILLED /
TYPICAL AT ALL
CONCRETE NTH TOPI�
ROUNDED AND PAINTED
ACCESSIBLE
TRAFFIC YELLOW
- }
c�
I
PAVEMENT OR
PARKING SPACES
4
SLOPE TOP
GREEN LEGEND
OF CONCRETE
FINISHED GRADE
PAVED SURFACE
a
•
ITE SYMBOL ON BLUE
3500 P.S.I. P.C.
6.
CONCRETE BASE a,
�(
w
ON MITE BACKGROUND\\\i\\j\\\j
R
0
f
b
m"
/�
12"X6" PLAQUEr
Drat
c d
cos
3" COVER
TYPICAL AT ALLcam'
ACCESSIBLE
- P
o\\r
OVER FOOTING
PARKING SPACES
ACCESSIBLE IBLE
t'
;
FILL
POST / CONCRETE
GREEN LEGEND
0
ON WHITE BACKGROUND
<
120X9" PENALTY SIGN
WITH WORDING AS3500
cn
PSI P.C.
REQUIRED BY STATE
CONCRETE MINIMUM
f
OR PER LOCAL CODE
(TYP,)
3"MIN;,j
\4
NOTE I
1'-6"
ALL PIPES SHALL BE
ACCESSIBLE PARKING SIGNr__l
PAINTED TRAFFIC YELLOW
PIPE BOLLARPM
N.T.&
T
03103/11 -�-� DTMUTCD
€}TGRDPST
08/17109
r s"
GALVANIZED-s.".NOTE-
• ,G is �
•
DRAWN
SQUARE TUBETHE
PRII
MIN. HEIGHT OF
DOCUMENT1
'' •
THE BOTTOM OF THE
• + s
s
,-,
LOWEST SIGN SHALL
s •
BE 7'-0"
• i
USE 4" SCH. 40
STEEL PIPE FILLED /
CONCRETE NTH TOPI�
ROUNDED AND PAINTED
TRAFFIC YELLOW
c�
I
4
SLOPE TOP
OF CONCRETE
PAVED SURFACE
a
•
3500 P.S.I. P.C.
6.
CONCRETE BASE a,
�(
w
R
0
,`may
b
m"
w
C�
Drat
4'-0"
18"O
SINGLE POST
N.t&
NOTES:
1. ,ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION,
FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL
DEVICES", LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST IN
ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS,
2. GALVANIZED SQUARE TUBE
POST TUBES - 2"x2"X3/1 B" 12ga
POST TUBE SHALL MEET ASTM A IAIPING
POST TUBE GALVOIZED A� PE A ADE 90.
{ t
p 1 N- ' I'
POST VATH SI (S POST WITH SIGNS
NEVER LESS THAN 9` NEVER LESS THAN 97
' It
(UNLESS STOP SIGN IS USED) (UNLESS STOP SIGN IS USED) I
PAINM EMCAP - 99° 2AINIED ENDCAP - 60'
SIGN LOCATIONS -- 900 PARKING SIGN LOCATIONS -- 600 PARKING
CHECKED "
• ,G is �
•
DRAWN
+r
•
PRII
DOCUMENT1
'' •
• + s
s
_r •
s •
• i
4
•
CHECKED "
DRAWN
PRII
DOCUMENT1
'' •
C ' G N
7 PE
O 2N��
Y
AND
EXPIRES 5/30/18