Lot 1 Civil Improvements GENERAL NOTES
A All WORK SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENTS SET FORTH IN THE CRY OF OMAHA
OWNER/SUBDIVIDER BRIAN GIBES
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (2003 EDMON) AND CURRENT REVISIONS 6211 L STREET
AND STANDARD PLATES ON FILE AT THE CRY OF OMANA PUBLIC WORKS DEPARTMENT 0" NE 68117
B. THE LOCATIONS OF AL UNDERGROUND UIWIY FACILITIES ARE APPROXIMATE OR MAY NOT BE INDICATED IN OMAHA PUBLIC POWER DISTRICT
THESE PLANS. UNDERGROUND FACILITIES, WHETHER INDICATED OR NOT STILL BE LOCATED AND FLAGGED G IBBS 444 SOUTH 16TH STREET MALL
BY THE UTILITIES AT THE REQUEST OF THE CONTRACTOR. THE CONTRACTOR SHALL CALL FOR THE UTILITY OMAHA. NE 68102 -2247 c
COMPANIES 70 MARK OR FLAG THE LOCATION OF THEIR FACILITIES IN THE FIELD (811) 48 HOURS PRIOR
TO DIGGING. CAL ALL APPLICABLE UTILITY COMPANIES.
ENGINEER: THE SCIRf]O1ER ASSOCIATES. INC. �
1044 N 115TH STREET, SUITE 300
C. THE CONTRACTOR SHALL OBTAIN AL REQUIRED PERMITS. THE CONTRACTOR SHALL PAY ALL PERMIT FEES, OMAHA, NE 68154 °
DUMP FEES AND OTHER ASSOCIATED FEES REQUIRED TO SUCCESSFULLY COMPLETE THE PROJECT AT NO m
ADDFM Gorr TO THE OWNER Sheet List Table ZONING: LOTS 1 -6 ZONED A/CH
D. THE CONTRACTOR SHALL SATISFACTORILY CLEAN AND FLUSH THE AREA OF ALL RUBBISH EXCESS MATERIAL, LOT 1 IMPROVEMENT PLANS No; SHEET Slxet TAe
a z o
MUD AND DEBRIS AND ALL PARTS OF THE WORK AREA SHALL BE LEFT IN A NEAT AND PRESENTABLE
OUNDTTON. ALL DISTURBED AREAS SHALL LEVEL AND BE RESTORED W A L AND SMOOTH SURFACE PRIOR TO
ACCEPTANCE OF THE WORN. DEBRIS, ETC. STILL BE DISPOSED OF AT AN APPROVED FACILITY IN A LEGAL C-01 SITE LAYOUT 5
MANNER. BLAIR, NEBRASKA GR ADING LC
E. THE OWTRACFOR SHA PROPERLY DISPOSE OF ALL UNSUITABLE MATERIALS ENCOUNTERED, INCLUDING- - C -D4 DETAILS -.
CONCRETE ASPHALT, OIL MAT, BRICK, ROCK PIPES, ETC. NO UNSUITABLE MAlE18AI SUCH AS DETERMINED C-05 ONT PATTERN BY THE OWNERS REPRESEN FATNE, SOW BE USED FOR
BMWNG OR EMBANKMENT CONSTRUCTION. THE C -06 PLAN
COST FOR DISPOSAL OF THE UNSUITABLE MATERYL SHALL BE SUBSIDIARY TO THE PROJECT. EC1 -1 - LIGHTING F. THE CONTRACTOR SHALL FURNISH AND YNNTAIN ALL NECESSARY
BARRICADES, WARNING SICK LIGHTS, EC1 -2 - POINT -BY -POINT CALCULATIONS FLASHERS, AND FLAG PERSONS AS REWIRED BY THE 'MANUAL OF BARRICADING STANDARDS, EC1
-3 SCHEDULES
SPECIFICATIONS, METHODS AND MATERPLS' FOR THE CITY OF 0" TO PROVIDE FOR THE SAF OF
WORKERS AND THE PUBLIC AT URGE. TEMPORARY FENCING SHALL. BE INSTALLED AROUND ANY OPEN
AREAS OF THE SITE. THE COST OF TRAFFIC CONTROL DEICES AND TEMPORARY FENCING SHALL BE
GDNSIDEREO INCIDEMA. TO THE PROJECT. PROJECT LOCATION
G. THE CONTRACTOR SHALL NOTIFY ALL ADJACENT PROPERTY OWNERS 48 HOURS PRIOR TO STARTING ANY
WORK WHICH WILL AFFECT THEIR ACCESS. NOTIFICATION SHALL INCLUDE DURATION OF IMPACT, TELEPHONE
NUMBER AND NAME OF PERSON TO CONTACT. COPY OF NOTIFICATION SHALL BE FURNISHED TO AND f
APPROVED BY THE SCHEMMER ASSOCIATES PRIOR TO DISTRIBUTION TO PROPERTY OWNERS. WRAnE J
H. PROVIDE POSITIVE DRAINAGE AT ALL TIMES WITHIN THE CONSTRUCTION AREAS. DO NOT AM WATER TO E -9547
t
POND IN EXCAVATED AREAS.
I. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR EROSION CONTROL THE CONTRACTOR SHALL MAINTAIN ALL
DEFING SIREEIS OPEN TO TRAFFIC AND THEY SWLLL BE KEPT CM AND FREE OF SILT AND MUD AT
ALL TIMES. ALL DISTURBED MFRS SFWl BE SEEDED ONCE FINAL. GRADE HAS BEEN ESTABLISHED.
tn
J. THE CONTRACTOR SHALL FURNISH WALTER FOR DUST CONTROL AND COMPACTION PURPOSES. THE uL
CONTRACTOR IS SOLELY RESPONSIBLE FOR MAINTAINING DUST CONTROL THE WATER SUPPLY AND it ;� L I i 2
D APPLY THE AMOUNT OF WATER WITHIN THE TIME INIEWAL A , Z
NEISCESSARY IPoBMON S"ML BE SUFFICIENT TO R IL
�;
TO ENSURE WHAT THE AMOUNT OF DUST OR BLOWING DIRT IS KEPT TO A MINIMUM AND ( � � ( " I
SATISFACTORY TO THE OWNER. `. ' 1 '� �.
K. IT SHALL. BE THE RESPONSIBIIJTY OF THE CONTRACTOR TO PROTECT ALL EXISTING U"UIIES, PAVEMENT AND
OTHER IMPROVEMENTS NOT SCHEDULED FOR REMOVAL OR OUTSIDE THE CONSTRUCTION LIMITS. ANY DAMAGE
TO EXISTING UTILITIES MD /OR PAVER STREETS CAUSED BY CONSTRUCTION OPERATIONS SHALL BE REPAIRED
BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. iu
W
W
2
L ALL DEBRIS RESULTING FROM CONSTRIILTION OPERATIONS SHA BE HAULED OFF -SITE AND PROPERLY
DISPOSED OF (NO PAY FEU). "' w
M. THE CONTRACTOR SHALL NOT START THE WORK UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY
OF BLAIR. THE ENGINEER AND THE CITY OF BLAIR PUBLIC WORKS DEPARTMENT SHUT. BE NOTIFIED BY THE
CONTACTOR 48 HOURS BEFORE STMT OF CONSTRUCTION.
N
F
N. ELEVATIONS ARE REFERENCED TO U.S.G.S. DATUM. - W
u
i
LOCATION MAP
N
BLAIR, NEBRASKA o g
NO SCALE N z
1 LEGAL DESCRIPTION:
LOT I AND LOT 2, ADAMSONS WYNGATE SUBDIVISION, A SUBDIVISION IN THE SE 1/4 OF THE NW 1/4 IN - W Q
SECTION 23, TOWNSHIP 18 NORTH, RANGE 11 EAST OF THE 6TH P.M., WASHINGTON COUNTY NEBRASKA o CALL BEFORE YOU DIG o w � W
N W
NOTE: DIGGERS =) w m N
BENCHMARKS: (SEE SHE C-02 FOR PLAN LOG" - UNDERGROUND UTILITY LOCATIONS SHOWN ARE FROM P N °- LLI
1. LOCATED IN PITTACK STREET A STORM SEWER MANHOLE N. 692909.55 E. 2918242.63 WITH A RDA INFORMATION PROVIDED TO US FROM UTILITY �I1' HOTLINE z
01-1 ELEVATION OF 1209.79. COMPANIES. UT W
LTY COMPANIES MAKE NO WARRANTIES J� OF NEBRASKA N -
2. LOCATED IN PITTACK STREET A SANITARY SEWER MANHOLE N. 692901.72 E 2918412.82 WITH A RIM OR GUARMIEES REGARDING THE ACCURACY OF THE m . - �
ELEVATION OF 1200.24. INFORMATION CONTAINED IN THEIR DOCUMENTS AND 0 m O
PROVIDES IT ONLY AS GENERAL INFORMATION TO THE
RECEIVER. FOR SPECIFIC LOCATIONS DURWG (7 m V
CONSTRUCTION CAL 'ONE -CALL' 402 344 -3565
PRIOR TDDIGGING. 1 -800m331 5666
PROJECT No.: 05400.001
F A -01
d .
S' 1 - - - - - -- �-
6 ORM SEWER, DETENTION CELL
8 9' 9.5 r. / & DRAINAGE EASEMENT. "
NORTH
tio"
0 30
/ �0) 3
109
17.2 24' 3 3 1 / / / 1 Inch = 30 1T. g ot 9 1 / To
6
/ ° o
/ / 9 116' / W .,
i
/ b P 5.9' 27' 3 �y °� / O�
IMPROVEMENT LEGEND x
a g � IS
9.5' 9 a 6' COLORED INTEGRALLY CONCRETE ffi
SIDEWALK AND CAR DISPLAY AREA gt x
. W
.5' 9' 9' 95 O 7' POO PAVEAffM W /INTEGRAL
9 i � � €
G BS D / qS' / CURB (TYPE A) o c o �$S :SSzo
WITH E 30' P AVEMENT / - 100' ��
.. 6 PCC PAVEMENT W/INIEGRPL
,� 6 4 72.5' '' 9.3' S OZ� O u CURB (TYPE A) CI
L--- -R / 4 COLORED INTEGRALLY CONCRETE -
- - - - = 4� / ! .• b as 9' 9.5 / SIDEWALK K _ lipO
5 OF
4 .
w LOT 1
H
FF = 1218.50 ^� 3 �5' SID EASEMENTS 'j Z
2
/ REPORT PREPARED FOR THIS LAYOUT NOTES
e /
o GENERA N
A SUBGRADE PREPARATION FOR PAVEMENT. DRIVEWAY, AND SIDEWALK CONSTRUCTION SHNL CONFORM TO THE
GEOTECiNIC
A. HIS PROJECT By 'HE SCHEMMER ASSOCIATES, DATED OCTOBER 30, u
� W
2007. PROJECT No. D540D.003. W
)?2O' - Z B. THE POR TLAND CEMENT CONCRETE FOR PAVEMENT SHALL BE 'L85' AIR- E NTRAINED MIX. DESIGN SHALL BE
O TYPE IP CEMENT S N PERMITTED FOR USE THE 1
PORTAND CEMENT CONCRETE SIDEWALK SHALL BE W
9. 9i . / / 'LB' AIR - ENTRAINED OR 'SOW AI R- ENTRAINED (CABLE 503.01, PAGE 191).
/ J /B
7 9.5' 9' w / C. PAVEMENT JOINTS SHALL BE IN ACCORDANCE WITH CITY OF OMANA STANDARD PLATE 1 -50 USING MATERIA REFERENCED LAYOUT NOTES X
/ / Z� CONFORMING TO ASTM DESIGNATI ON 1190, STANDARD SPECIFICATION FOR JOINT AND CRPJ K SEALANTS. HOT H
gi / O APPLIED. 1. CONSTRUCT 4 P.C.C. PAVEMENT SIDEWALK. m
b D. AS PROVIDED W THE ABOVE REFERENCED SPECFlCATIOHS SECTION 501, SUBSECRON K, CURING OF 2. CONSTRUCT STEPS, SEE DETAIL ON SHEET C -04. H
F )'
199' / 7p• CONCRETE PAVING SHALL BE THE USE OF LIQUID MEMBRANE- FORMING COMPOUNDS CONFORMING TO ASIA V
� DESIGNATION 0309 AT A MINIMUM RATE OF 1 GALLON PER 100 SQUARE FEET. J. PAINT 4' WIDE PAVEMENT STRIPING (TYP.), SEE DETAIL ON SHEEP C -04. �
9' 9.5'
/ 0 13' E. PAVING DIMENSIONS ARE AS SHOWN ONE PLANS. ALL DIMENSIONS ARE BOCK- OF-CURB TO 4. ADA ACCESSIBLE PMIONC STAN SEE DETAIL ON SHEET C -04.
BACK-OF-CURB OR EDGE OF PAVEMENT TO EDGE OF PAVEMENT.
5. CONSTRUCT ADA CURB RAMP, SEE DETAIL ON SHEET C -04.
�s F. DROP CURB FOR WHEELCHAIR RAMPS AT LOCATIONS SHOWN ON PLANS IN ACCORDANCE WITH COY OF .
1 N _ OMAN STANDARD PLATE 1 -62111. B. CONSTRUCT 4 CONCRETE STORM DRAINAGE FLUME, SEE DETAIL ON SHEEP C -04,
- G. THE CONTRACTOR SHALL CONSTRUCT ALL PAVEMENTS TO CONFORM WITH THE CORRECT FINISHED GRADES AS 7, CONSTRUCT TRENCH DRAIN, SEE DETAIL ON SHEEP C -04.
INDICATED ON THE PLANS. ND PONDING OF WATER SHALL BE ALLOWED. 6 CONSTRUCT THICKENED EDGE SEE DETAIL ON SHEET 0-04.
H. PAVEMENT TESTING SWILL BE DONE M ACCORDANCE WITH CITY OF OMAHA STANDARD SPECIFICATIONS, 9 CONSTRUCT ADA HANDICAP RAMP WITH DETECTABLE WARNING, SEE DETAIL
ON SHUT
311.00' C 04.
I. BACK FILLING SHALL BE COMPLETED WITHIN 4 TO 7 WORIDNG DAYS AFTER CURB PLACEMENT. N
ORM SEWER, DETENTION CELL J. WATER - REDUCING ADMIXTURE SHALL BE ADDED TO ALL HAND- PIACED AND FINISHED CONCRETE. 10. SUPPLY AND INSTALL 'VAN ACCESSIBLE'
HANDICAP SIGN WITH POST (2 EA) SEE DETAIL Z
N BLADE _ ON SHEET C 04,
& DRAINAGE EASEMENT. R50 Z S
PAVEMENT JOINTS AND CONCRETE REMOVAL 11. FOR CARTING ALL REQUIRED CONTRACTION AND LONGITUDINAL O
11. CONSTRUCT 8 P.C.C. PAVEMENT, (FOR DISPLAY RAMP ARFiQ. _
7� 5' L ALL 4 PAVEMENT STRIPING SHALL BE PAINFED YELLOW IN COLOR AND INSTALLED PER MANUFACTURER 12. CONSTRUCT CONCRETE DRAINAGE SWALE. SEE DETAIL
ON SHEET C -04. N Z
SPECIFICATIONS UNLESS OTHERWISE NOTED. L '' 1
m 13. CONSTRUCT 6 P.C.C. PAVEMENT WITH INTEGRAL CURB AND CUTLER. Q
M. CONTRACTOR IS RESPONSIBLE FOR ALL TRAFFIC CONTROL AND ASSOCIATED SAM MEASURES- 1W0 -WAY - . W
�ry �A aA0 TRAFFIC SHALL BE MAINTAINED ON STREETS AT ALL TIMES. 14. CONSTRUCT BOULDER WALL (BY OTHERS), _ 0 O
/ 2711 R N. THE CONTRACTOR 15 RESPONSIBLE FOR PROVIDING CONSTRUCTION STAKING 15, DUMPSTER AREA / WCLOSURE (BY OTHERS). N � W Q
/ 0. BUILDING FOOTPRINT SHOWN IS TO THE OUTSIDE OF BUILDING. CONTRACTOR SHALL VERIFY BUILDING 1G. CONSTRUCT 6' P.C.C.
„� 10• ® FOOTPRINT WITH ARCHITECTURAL PLANS & BUILDING CONTRACTOR. .C.G PAVEMENT, (FOR DUMPSTER AREA).
P. CONTRACTOR SHALL RE RESPONSIBLE FOR LAYOUT OF CONCRETE PAVEMENT JOINTING, SPACING OF JOINTS. 17. - CONSTRUCT 6' INTEGRALLY COLORED CONCRETE- CONTRACTOR
SHALL COORDINATE WITH 'm
LOCATION OF E70'AN SI)N JOINTS, CONTROL JO � W
/ b WLS AND CONTRACTION JOINTS. MAXIMUM PANEL SIZE SHALL BUILDING CONTRACTOR, SEE SIDEWALK LAYOUT DETAIL ON THIS SHEET.
LO ATI X F CONTRACTOR SHILL SUPPLY SHOP DRAVANG OF JOINING PLAN FOR APPROVAL
16. CONSTRUCT 4' INTEGRALLY COLORED CONCRETE. CONTRACTOR SHALL COORDINATE WITH ('� m (n
Q. CONSTRUCT STRUCTURAL STOO P AT AL DOOR LOCATIONS. TOP OF STRUCTURAL SLOPE SHALL MATCH SLOPE BUILDING CONTRACTOR, SEE SIDEWALK LAYOUT DETAIL ON THIS SHEEP.
?J, OF PROPOSED SIDEWALK. SEE STRUCTURAL DRAWINGS. (BY OTHERS)
5 , R5,00' 19, WINDMILL CAR DISPLAY AREA SEE DETAIL ON SHEET C -04.
20. TRANSITION CURB HEAD FROM 8' T o• PROJECT No,: 05400.001
e� o R. ALL PARKING STALLS ARE 9'X16' UNLESS OTHERWISE NOTED.
-
p 11.T 48.2 19' S. COLORED CONCRETE COLOR TO BE DETERMINED BY OWNER. c 0 �
NOTE: SEE SHEET C -05 FOR SIDEWALK AND
WINDMILL .LAYOUT DETAIL sea I 3o' SIDEWALK LAYOUT DETAIL SCALE I 30' DISPLAY JOINT PATTERN DETAILS.
i31 � (I / NORTH
30 30
I Inoh = 30 N, o
! �___�
1 � / TORM SEWER, DETENTION CELL o o
I k DRAINAGE EASEMENT. LEGEND
1_
T 7 J ?I? a // /� 0 EXISTING CONTOUR g
- - PROPERTY LINE
21 / /�% / / R
w — w w — w T ' 18 12 / / / •�/ / / — 1200 PROPOSED CONTOUR '501 t
y gec �
iC TOP OF CURB z W g �'�
1
/ TS TOP OF SLAB
E
GIB S. DR ' s 1 ! /y / / /,� TW TOP OF WALL o �eagao
- WI H FUTUR 30' PCC
Tod TOE OF WALL
° 9
FF = 1218:50 z
Lu
W
Z
/ / z
W
/ I III
Ar / �\
JII //
5' SIDEWALK EASEMENTS u
W
_ �, 2 F
REFERENCED EROSION CONTROL NOTES: O
GENERAL EROSION CONTROL NOTES: l
5 ,z�a� I I 1. PROVIDE AND INSTALL 7 TON TYPE B CONCRETE RIP RAP OVER GEOTEXTILE FABRIC.
f ! 1. ALL CONTRACTORS / OPERATORS SHAL ADHERE TO THE STORM WATER POLLUTION PREVENTION PLAN
(SWPPP) 'BWR AUTO EMPORIUM NER 105669. 2. PROVIDE AND INSTALL 8 TON TYPE B CONCRETE RIP WW OVER GEOTEXIILE FABRIC.
GRADING NOTES v/
A THE CONTRACTOR MUST COMPLY WITH ALL NOISE AND DUST CONTROL ORDINANCES OF THE CRY OF BLAIR. I. AFTER GRADING OPERATIONS ARE WITHIN 4' OF FINAL GRADE, SPREAD STOCKPILED TOPSOIL
ACROSS DOE L AFTER SITE PREPARATION AND PRIOR TO FILL PLACEMENT, THE SUBGRADE SHALT. BE PRDOF - R OLLED WITH Q. UNDER SIDEWALKS, THE UPPER 6 INCHES OF THE SUBGRADE SHALL BE COMPACTED
TO A MINIMUM OF 95
SITE. IF STORED MATERIAL DOES NOT EQUAL 4' THICK OF TOPS014THE CONTRACTOR WILL HAUL TOPSOIL A LOADED TANDEM AXLE DUMP TRUCK OR OTHER EQUIPMENT PROVIDING AN EQUIVALENT
SUBGRADE PERCENT OF THE MAXNUM DRY UNIT WEIGHT AT A WATER CONTENT BETWEEN -3 AND +3 PERCENT OF Z
0.5 FEET BEYOND THE EDGE OF THE SIDEWALK.
B. ALL DIMENSIONS OR ELEVATIONS MARKED WITH AND ASIERISK($) SHALL BE FlLTD VERIFIED PRIOR i0 TO THE SITE AND SPREAD T UNTIL THE 4' TOPSOIL THICKNESS IS REACHED. LOADING.
A MINIMUM GROSS WEIGHT OF 25 TONS IS RECOMMENDED FOR THE PRODFROLUNG EQUIPMENT. OPTIMUM (ASTM D698- OOae1, STANDARD PROCTOR). SUBGRADE PPREPARATION SEOUL EXTND lA1FR/d1Y Z
ALL DIMENSIONS NOTIFY THE ENGINEER OF ANY AND ASTE ISK THE DRAWINGS PRIOR VERIFIED CONSTRUCTION. SOILS WHICH ARE OBSERVED TO RUT OR DEFLECT EXCESSIVELY, TYPICALLY
MORE THAN AN INCH, .UNDER
S
MATERIAL FOR USE AS SITE FILL SHOULD BE NXEAN, INORGANIC, LOW - PLASTICITY LEAN CLAY, CL (LEA THE ROVING LOAD SHALL ER UNDERCUT AND REP WITH PROPERLY COMPACTED FILL
THE
J. MATER TIA NO PONDING OF WATER SHALL CLAY, LEAN CLAY WITH SAND AND SANDY CRAY), OR SILT ML (SILT, SILT WAFT AID AND SANDY SILT), OR PROOF -� AND UNDERCUTTING
BE PERFORMED SNAIL BE DURING A PERIOD BY A DRY WEATHER. OF THE R. EXCESS MATERIAL SHALL BE DISPOSED OF OFF -SITE BY THE CONTRACTOR IN A LEGAL MANNER.
C. PROVIDE POSITIVE DRAINAGE AT ALL TIMES WITHIN THE CONSTRUCTION ARE _
ED N PROPOSED A COMBINATION OF THESE TWO MATERIALS BOTH WITH A LIQUID LIMIT LESS THAN 45 AND A PIASBCTY GEOTECHNICAL ENGINEER AND SHALL PERFORMED OUTING A PERIOD
OF DRY WEATHER. — =
DRAINAGE SAME AND GUM LINES. INDEX LESS THAN 20. SANDY OR GRAVELLY CLAY AND SANDY OR GRAVELLY SILT SOILS ARE ALSO S. PROPOSED CONTOURS REPRESENT TOP OF PAVEMENT.
SUBTRACT PAVEMENT THICKNESS FOR SUBGRADE BE ALLOW. MAINTAIN ALL EXISTING DRAINAGE PATTERNS PROVIDE POSITIVE DRAINAGE Z Lu
ACCEPTABIE, PRONDED LESS THAN 20 PERCENT IS RETAINED ON THE 2DO STANDARD US SIEVE AND THE Y. AFTER PROOF -ROWNG AND PRIOR TO FILL PLACEMENT; THE TOP 6' INCHES OF THE
SUBGRADE SHALL BE ELEVATIONS. > M Q Q
SAND AND GRAVEL IS WELL AND COMPLETELY MIXED INTO THE SOIL SANDY SOILS WITH CLASSIFICATION OF SCARIFIED AND RE- COMPACTED AS STRUCTURAL FILL TO ELIMINATE A PLANE OF WEAKNESS
ALONG THE
D. THE CONTRACTOR N RESPONSIBLE TO ENSURE ALL EXCAVATIONS ARE MADE IN ACCORDANCE WTIH THE 0 W � J
OCCUPATIONAL SAFEIT' AND HEALTH ADMINISTRATION (OSHA) CONSTRUCTION STANDARDS - 29 CRF PART SM (SILTY SAND), SC (CLAYEY SAND), ORGANIC SOILS WITH CLASSIFICATION OR (ELASTIC
SILT) OL (ORGANIC CONTACT SURFACE m O Q
1926, SUBPART EXCAVATIONS AS PUBLISHED IN THE FEDERN. REGISTERED, VOL 54, 209, TUESDAY, CLAY OR ORGANIC SILT), AND HIGHLY PLASTIC CLAYS WITH CLASSIFICATION OF CH (FAT CLAY,
FAT CLAY N. WHEN RUBBLE IS ENCOUNTERED, T SHALL BE OVERE)(CAVATED AND REMOVED, AND LAWFULLY DISPOSED OF. w
OCTOBER 31, 1989, RULED AND REGULATIONS. IN ADDITION, T SEOUL BE THE 00WRACTOWS PATH SAND, AND /OR SANDY FAT CLAY) ARE NOT APPROVED FOR GENERAL FILL BELOW FOOTINGS, AGAINST
THE OVERE XGAVAED AREAS SQUALL BE RE -RUED WTT STRUCTURAL FILL A GEOTECHNICAL ENGINEER (f) C , W ( 7
RESPONSIBI TY TO BE FAMILIAR WITH OSHA STANDARDS AND REGULATIONS PERTAINING TO ALL ASPECTS OF FOOTINGS, AS BACKFlLL, OR DIRECTLY BELOW EXTERIOR PAVEMENTS AT THIS SITE
SHALL DETERMINE THE LIMIT OF REMOVAL: Z Z
E ALL CONSTRUCTION ACTIVITIES SEOUL
THE WORK INCLUDING ETOERING CON BE KEPT WITHIN THE PROPERTY EASEMENT OR RIGHT -OF -WAY SHOWN FINED SPACES.
THE RAT GENERA LOESS, SUITABLE LOESS AND SORES E R AT THE PROJECT SITE 0. BACKFlLL SOILS IT WEIGHT TRENCHES SHAT. BE COMPACTED A MINIMUM OF PERCENT OF
THE �
APPEAR TO O B BE GENERALLY SUITABLE ABLE FOR REUSE AS FILL WITHIN THE BUILDING AREASDS , ON SLOPES, AND MAXIMUM DRY UNIT YIERGH f AT A WATER CONTENT BETWEEN -3 3 AND +3
PERCENT T m OF OPNMUM (ASTM m
ON THE PUNS. ALL MATERIAL AND EQUIPMENT SHALL BE KEPT WITHIN THE LIMITS OF THE RIGHT -OF -WAY BELOW AREAS TO BE PAVED. D698- 00aet, STANDARD PROCTOR). FOR UTILITY
TRENCHES BELOW PAVEMENT, THE UPPER 12 INCHES m
_ Q
�
OR EASEMENT' TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY UNIT W SHALL BE COMPACTED TO A MINIMUM OF 96 PERCENT OF THE MAXIMUM DRY UNIT WEIGHT AT A WATER
O
F. ALL COMPACTION FOR FNTHWORK OPERATIONS SHALL CONFORM TO THE GEOTECHNICAL RETORT PREPARED K. ALL FILL SHAT BE PLACED AND COMPACTED AS ST NESS. L FILL OOHESlL COHESIVE
SOILS S OM BE PLACED BE WITH A N COST BETWEEN -3 AND +3 OF OPTIMUM (ASIA 0698- 00aet, STANDARD PROCTOR). LIFT THICKNESS
FOR 1H � J m C 7
SHIN LIFTS NOTE RIX1EXCEED 8 INCHES LOOSE THICKNESS. SOILS SHAT. BE COM SHALL BE APPROPRIATELY MATCHED TO THE TYPE OF COMPACTION EQUIPMENT USED
BY THE SCNEMYER ASSOCIATES, OCTOBER 30, 2007, PROJECT No. 05400.003. SHEEPSFOOT TYPE ER EKST (ASTM
G. THE SITE SHALL BE STRIPPED OF ALL TOPSOIL (4' - TO 6' DEPTH), ROOTS, VEGETATION, AND SOFT SOILS TN D698- 00ae1, STANDARD PROCTOR). WATER CONTENT SHALL BE CONTROLLED TO
BETWEEN -3 AND +3 P. FOR CONCRETE AND ASPHALT PAVEMENT , THE UPPER 12 INCHES OF SUBGRADE SHALL. BE COMPACTED TO
i THE CONSTRUCTION ARDS. TOPSOIL PRODUCED BY STR IPPING OPERATIONS SHALL BE STOCKPILED IN AN PERCENT OF OPTIMUM. A MINIMUM OF 98 PERCENT OF THE MAXIMUM DRY UNIT WEIGHT
AT A WATER CONTENT BETWEEN -3 AND PROJECT NO.: 05400.001
APPROVED LOCATION AND RE- SPREAD ON AREAS FINISH GRADED TO RECEIVE TOPSOIL A REPRESENTATIVE +3 PERCENT OF OPTIMUM (ASTM D696 -met, STANDARD PROCTOR). FILL PLACED
BELOW THIS LEVEL
OF THE GEOTECHNICAL ENGINEER SHALL DETERMINE THE DEPTH OF REMOVAL AT THE TIME OF SITE SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF THE MAIMS MAXIMUM STANDARD PROCTOR
DRY
GRADING UNIT WEIGHT. SUBGRADE PREPARATION SHALL EXTEND A MINIMUM OF 2 FEET LATERALLY BEYOND THE C — 0 L
I1
EDGE OF THE PAVEMENT, INCLUDING THE CONCRETE CURB AND GUTTER SECTION.
H. TOPSOIL SEXK KPIE SHALL HIVE A MAXIMUM 3:1 SLOPE
-------- - - - — — — — —
i
/ — — X
---- - - - - -- - - --� ff TILITY NOTES
TER MAIN. INSTALL TAPPING TEE AND 6' GATE VALV E
. ATER MAIN (INCLUDE BENDS 8 FII DINGS).
TEE AND 2' GATE VALVE AND VANE BOX.
4. CONSTRUCT 2' DOMESTIC WATER LINE (INCLUDE BENDS k FITTINGS). o
2 5. INSTALL POST INDICATOR VALVE (CLAW 2945 OR APPROVED EQUAL). m
8. CONSTRUCT 6' FIRE PROTECTION TINE (INCLUDE BENDS & FITTINGS). a
7. CONNECT TO EXISTING SANITARY SEWER STU B OUT (FlFlD VERIFY). c o
5 OHM SEWER, DETENTION CELL 8. OIL WATER SEPERATOR (BY OTHERS). z
4 � & DRAINAGE EASEMENT.
— 9. LE= 1215.5 (3' BELOW BUILDING t
G F.F.). x � �
/ \ 10. CONSTRUCT NEEHAII R- 4999 -DX HEAVY DUTY TRENCH ORNN, WITH . 3 Is. -MI
€
— - VV —W — / / TYPE C GRATE OR APPROVED EQUAL SEE DETAIL BITTEN C -04.
_ `r /� � It. RIM= 1o16.to.LE. =1on.6o:
G BS D
3 � €
WITH FU E 3 PC VEMENT 12. RIM = 101810,1.E =1016. c c v Tees $ffia`o
/ 13. CONSTRUCT 8' P.Y.C. STORM DRAIN PIPE 0 0.83%
z NORTH 14. STUB 8' STORM PIPE THRU CURB. SEE DETAIL ON SHT C -04.
7 30 30 LE= 1215.00
15. CONSTRUCT 8' SANITARY. SEWER PIPE I.E. = 1215.5 (3' BELOW J F
BUILDING F.F.) E 5
1 Inch = 30 H.
LOT 1 q�GF
FF = 1218.50 / II z
LEGEND
tA
Nv SS —SS— PROPOSED SANITARY SEWER W
/ p PROPOSED STORM SEWER =
/ / 1 _LV —VV —W— PROPOSED WATER SWCE Z
/ / / / • PROPOSED A4WHOLE /AREA INLET I I I W
r PROPOSED CURB INLET
PROPOSED FIRE HYDRANT =j V
r
5 ' SIDEWALK EASEMENTS PROPOSED FLARED END BECKON W
F
1 _yry --snn— EXISTING SANITARY SEWER u Z
V
[XISLING STORM SEWER �
O _ _
— o —W p(I5TING W ATER
MANNOLI: CE
GENERAL UTILITY NOTES
A
ALL EXISTING UTILITIES SHOWN ARE FROM PUBLIC RECORDS AND ARE FOR THE CONVENIENCE OF THE Z
CONTRACTOR ONLY. THE CONTRACTOR IS RESPONSIBLE FUR VERIFYING EXACT LOCATION AND DEPTH PRIOR TO Z :5
CONSTRUCTION. (-
B. ALL REINFORCED CONCRETE PIPE 30' OR LESS IN DIAMETER SWJL. CONFORM TO ASTM C -76, WALL B, N
CLASS 01 Z
C. CONTRACTOR SHALT. NOTIFY APPROPRIATE UTILITY COMPANIES TO COORDINATE CONNECTIONS AND RELOCATIONS. Q W Q Z
ALL CONNECTION COST. OONNEC110N FEES, OR RELOCATION FEES WILL BE PAID BY THE CONTRACTOR.
] N Q
D. CONCRETE FOR STORM SEWER AND SANITARY SEWER CONSTRUCTION SHALL BE 1.65M. = w Ld
I- ALL WATER UNES SHALL HAVE A 5.5' MINIMUM COVER. SEE MECHANICAL. PLANS. N Z cn
F. ALL VALVES. FITTINGS, AND WATER LINE DISINFECTION SHALT. CONFORM TO LOCAL UTILITY COMPANY V) {—
REQUIREMENTS. SEE MECHANICAL PLANS. m J
G ALL VALVES, BENDS, FITTINGS, AND THRUST BLOCKS SHALL BE INCLUDED IN THE UNIT PRICE FOR POTABLE m OO m
WATER LINE.
H. ALL DIMENSIONS ARE FROM OUTSIDE WALL OF BUILDING.
L COORDINATE LOCATION AND DEPTHS OF ALL SERVICE LINES w /6uIDING MECHANICAL PLANS. PROJECT No.: 05400.001
J. ALL STORM SEWER, WATER. GAS, AND SANITARY SEWER LINES SHAT. RE CONSTRUCTED TO A POINT 5' -0'
FROM THE.EKIQOOR WAILS OF THE BUILDING. COORDINATE LOCATION AND DEPTHS W /BULDING MECFNNKAL C-
PLANS..
NEW SIDEWALK
OR DRIVEWAY
14 1/2' EXPANSION 12'
<i JOINT WITH SEAM
FUTURE -
FUTURE P.C.C. PAVEMENT Ile 1/4' RADIUS (IN?) I
o q
TOP OF CURB rn
To 4' -0'
FIDWUNE
� •` TYPE A' CURB
CONCRETE RIP RAP ° NEW SIDEWALK
Yp °
0 y 3-(4 BARS ; +4 BARS 9 6'
2 - BARS a ° a cum (BOTH WAYS)
5' -0' MIN. TYP 6•—�
0 D D
e
° D
1/2' EXPANSION tR
#4 BANS - 16' O.C. JOINT WITH SEWS
BOTTOM OF WIN
THICKENED EDGE DETAIL FLUME SECTION CONCRETE FLUME DETAIL " OF RISERS AS SHOW" ON PLANS
NO SCALE NO SCA NO SCALE TYPICAL STAIR DETAIL
1 N.11,a
BACK OF WRB /FRONT EDGE 4
OF THICKENED EDGE SIDEWALK I Future R.O.W. PROPOSED BUILDING 9 3 ° '$ -
1 20' AND CURB AS�REQUIRED $e $6 �
TO MAKE CONNECTION
4' WIDE PAINT
STRIPE, 11P. R4IE I CURB BTS TO BE MADE
AS DIRECTED C1ED Bf THE ENGINEER �, I
1. PAINT COLOR BY SURFACE: DEIECTABLE WARNING I 4! 5' F.F.E. MSG ■
PAVEMENT SURFACE PAINT COLOR pµpS N
CONCRETE YELLOW
Ifl
K A II
° ASPHALT WHITE j _,7y 0.00' E-
ADA BLUE I 6' P.V.C. PIPE 1 l
2, PAINT SHALT. CONFORM TO FEDERAL ° 2' CURB & GUTTER
SPECIFICATION TT -P -115 (2 COATS) OF
I
3. - UNDER NO CIRCUMSTANCES SHALL FACE - Ij I ``CONC. PA1(E
OF CURB BE PANT STRIPED 1:10 ^ I 1:10 SPOT ELEVATION w
4' P.C.C. PAVEMENT w
I g' -0 I - — - - — — - — i #4 BARS - 18' O.C. ' I' z
CL CL g' 10 9, 3 -+4 BARS
PARKING STALL CONCRETE DRAINAGE SWALE DETAIL CURB CONNECTION °
STRIPING DETAIL NO SCALE
0 — SCALE
P� - o
W -
OSPACIIG
6' -0'. MIN.Z NFE7JAH R- 4999 -DX TYPE C HEAVY DULY 1/2' EJ, W/SEAANT - COMPACTED SUBGRADE ttP.
TRENCH DRAIN (OR APPROVED EQUAL). RIM = 121 .6 RIM = 1216.10 1.12 MAIL . ND s LE. = 1217.fi0 LE. = 1216.00 --
2' CONCRETE NCHETE CURB BEYO SPA = 2.35' DO W
CURB A GURER DOME SPACING AND ALIGNMENT ,r - -- TEKRIRED RAMP SURFACE U
SLOPE (AS SHOWN ON PLAN NEW)
10
o
. STREET PAVEMENT
i
SECTIONA _
110 1' EXPANSION JOINT 6' DRAIN PIPE
MATERIAL x/HOT SECTIO d
3 POURED SEALER yg�
DETECTABLE WARNINGS SWILL BE GONSTIRUCTEO WHERE A CURB RAMP ENTERS DOME SECTION
w A STREET AND SHALL EKIEND THE FULL WIDTH OF THE CURB RAMP. THEY
SHALL BE LOCATED WITH THE NEAREST EDGE 6' TO B' FROM CURB LINE
DETECTABLE WARNING TEXTURING SHALL CONFORM TO ADA REQUIREMENTS
PAINTED HANDICAPPED SYMBOL HANDICAP RAMP DETAIL (ON SITE) TRENCH DRAIN DETAIL
NO SCALE
NO SLUE
CAE A Z
NO S V -G° - SLOPE BREAK Z
LINES, TYP. O
ACCESSIBLE PARKING - RES (n I--
SIGN - SEE DETAIL PARKING 3 /8' DIA. BOLT & NUT (TYPICAL) Z
- THIS SHEEP COLORED PERFORMED TRUNCATED DOME, -
i i >- EDGE OF PAVING ''6 M
® N -TRAC OR APPROVED EQUAVALENT. INSTALL Q
SIGN -THIS SIDE OF.POST ° AS PER MANUFACTURERS SPECIFICATIONS.
SQUARE SIGN POST
4' WIDE PALM STRIPES v ONLY WINDMILL BY OTHERS �, 3 CONTRACTOR SHALL SUBMIT A COLOR SAMPLE W (%!
® 2' - D.C., 45' � TO THE OWNER PRIOR TO ORDERING MATERIALS ? C) 1 4, . ANGLE, WITH 4' WIDE SAME GAUGE AS ABOVE SIGN _
PERIMETER STRIPE BLUE LETTERS ON WHITE 4' 25' t it 11' 25 t 4' N W N
(BLUE) BACKGROUND 14' BACK OF CURB L N — Z
2 1/
/ 2' ° m CIE
Q
p o
—PAINTED UNIVERSAL "' OF STAB / ME p 12. WARP CURB FROM 9' -0' 5' -0' 9-0 8' -0' SYMBOL -SEE m ~
~
t DETAIL THIS SHEET HIGH, 0 RlGtff� LINES, TYP. m
BOULDER TYPE WALL BY OTHERS SIDEWNJ(-SEE
TYPE 1 TYPE 2 PLANS MR WIDTH
. 4' CONCRETE FLUME 4' CONCRETE FLUME
(VAN ACCESSIBLE) pUW PROJECT No.: 05400.001
UNDISTURBED EARN WINDMILL ELEVATION VIEW HANDICAP RAMP WITH
r Nu NUU -04
ACCESSIBLE PARKING STALL DETAIL ACCESSIBLE PARKING SIGN DETAIL DE TECTABLE WARNING DETAIL (R.O.W.) C
NO SCALE V
NO SCALE NO SCALE
d^
� s•
S
h s.oi"
Fr
NORTH
C 10
5.16' :-
oh o
1 Inch = 10 H.
5.4' 4.T 5.3' n L W lit
6Y i2
s
7.4' 4.7' 5.3 o v HEN
$J. 8.5' 9.5 10'
F.
.. \
m E
Ry
9,• ro m
0 51 6.5' 10 �? OF
p7 ODD G -
ul
69 10
N
0
REFERENCED LAYOUT NOTES:
Ad
N 1. PAVEMENT JOINTS. w
w
z
2. 1' EXPANSION JOINT 4NIERIAL WITH NOT POURED SEALER. z
10 GENERAL LAYOUT NOTES = 1—
\ 10 A. OONIRALTOR SHALL COORDINATE WITH BUILDING l%1NRHACTOR ON ALL SIRUCTIIRAL STOOPS LOCANONS, Fw-
70 (STOOPS BY OTHERS). U
b // Z
LLJ
y B• �, y ° j // Z J CL
c) a-
c Z Z
S o
6.8' 4.5 4.7' \ // E Y 0
m > Q
6� 6 5.7 f m Y
5a vi N
� Z y a
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N
m o
C7 _ m (n
PROJECT No.: 05400.001
C -05
1
j
I
I
i
� 6 MIN
t i (e N WIRE SIZE -
!
GENERAL ELECTRICAL NOTES:
A. DRAWINGS DO NOT SHOW TOTAL NUMBER OF CONDUCTORS FOR CIRCUITS REQUIRED. PROVIDE THE NUMBER
OF CONDUCTORS NEEDED TO COMPLETE INSTALLATION OF SPECUIC EQUIPMENT FURNISHED. A GREEN GROUND
CONDUCTOR, SIZED PER NEC, SHALL ALSO BE INCLUDED IN EACH CIRCUIT. ADJUST CONDUCTOR SIZES AS !
NEEDED TO LIMIT VOLTAGE DROP TO LEVELS RECOMMENDED BY NEC. - % i o
B. CONTRACTOR SHALL PROVIDED TWO (2) HOURS. OF TRAINING TO THE OWNER ON THE USE OF THE LIGHTING
CONTROLS INSTALLED, TRAINING SHALL INCLUDE CHANGING THE TIME SETTM AND MANUAL OVERRIDES AT A
MINIMUM.
C. THE BUILDING SHOWN ON THE PLANS IS A PRELIMINARY LAYOUT. VERIFY LOCATION OF ALL LUMINAIRES, / !
LIGHTING CONTROLS, CONDUITS AND JUNCTION BOXES WITH OWNER PRIOR TO INSTALLATION.
D. MINIMUM WIRE SIZE IS 010 UNLESS NOTED OTHERWM. _
2 ti
REFERENCED ELECTRICAL NOTES:(A
1. APPROXIMATE LOCATION. CONFIRM EXACT LOCATION OF PANEL WITH OWNER PRIOR TO CONOUIT INSTALLATION. / z
PROVIDE WITH ENCLOSURE APPROPRIATE FOR MOUNTING LOCATION. I
2.. PROVIDE CONTACTORS FOR LIGHTING CONTROL, CUTTER HAMMER MODEL A202 OR EQUAL IN A NETM
ENCLOSURE APPROPRIATE FOR THE MOUNTING LOCATION. COORDINATE EXACT LOCATION OF CONTACTORS WffH % 5 a€
OWNER. bz:
3. ROUTE ALL SITE LIGHTING CONDUITS TO PULL BOX, QUAZITE OR APPROVED EQUAL COORDINATE EXACT / 8
LOCATION WITH OWNER TO ALLOW EASY FUTURE ACCESS TO PANEL LOCATION AND AVOID AREAS SUBJECT TO
VEHICLE TRAFFIC. CONDUITS SHALL DM PULLBOX ® 40' MIN. DEPTH. PULL BOX LID SHALL BE RATED / \ gg g is
'HEAVY DUTY' AND SHALL BE SECURED BY A MINIMUM OF 2 DOLTS.. % o �i3861�So
4. STUB UP 2 -SPARE 2' SCHEDULE 40 CONDURS AND CAP FOR FUTURE AT PANEL LOCATION.
5. PROVIDE A 2' SCHEDULE 40 CONDUIT FOR FUTURE SPECIALITY LIGHTING BY OWNER. CAP ® BOTH ENDS.
6. PROVIDE PULL BOX FOR FUTURE SPECIALTY UGHTING, OUAZIIE PX17WB816 OR APPROVED EQUAL PROVIDE -
HEAVY DUTY, BOLT ON LID. 2 / \
7. PROVIDE TIMER. COORDINATE t7NCT.LOCATION WITH OWNER. TIMER SHALL OU TORK MODEL. DC100 OR EQUAL /� 2
% I.
% \ VOUd
i
/ PNL - L& Z
! z
/ I 4 " I W
%• L _ X
F
W
_ I
18 MIN SIZE
I
/ \ I
% \ y
/• 4
i 2 _ 2 0 C
N J
t i > z
CL Z J
% m NORTH w
50 50 /. m
0 3 m
i — J8 MIN WIRE SIZE -
i 1 Inch 50 H.
PROJECT No.: 05400.001
'� SITE PLAN LIGHTING
EC1 1
1 "=20' —
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15(45' CH MFER BISSUAHN 'IRON' WEATHERPROOF FUSE HOLDERS , e T u as + ' ] 'xs z
#HEB -AD WITH IM FUSES (SIZE AS REQUIRED). n
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ALL CONCRETE WORK a o+ %u u az u n. oA m u '+ + u 'aA 'n .a sD '
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AND REINFdidNo p\ \ e ,o to uz . nr ,u IaI na Z
SNAIL BE BY GENERIC \'e, a ez az m 'm 'u u Da 'm� a aD 3 .+ u u .e 'u 'u u e, m e, ,s ,> e> u ]
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+u az 11. 1u '1a, Z
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WITH CONCRETE BASE a, a, m a2 .3 m .a eA .A as .a m .1 D, m ,., I. :, ,. 1, 'It 'I m 3, a, m „ „e ,aa nA ,.. 19. a .A ,a, n]
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PROJECT No.: 05400.001
'�
SITE PLAN POINT -BY -POINT CALCULATIONS EC RNNN_ 2.
ELECTRICAL SPECIFICATIONS: PANEL SCHEDULE
A THE WORK INCLUDED UNDER THIS SECTION CONSISTS OF PROVIDING ALL WORK, SUPERVISION, MD NOT SERVICE RATED d
CONSTRUCTION PROCEDMES NECESSARY FOR THE INSTALLATION OF THE COMPLETE ELECTRICAL SYSTEMS PANEL TAO: Lt 3 PHS 120 208 VOLT 125 AMP MAIN BREAKER MOUNTING:
REQUIRED BY THESE SPECIFICATIONS MD/OR SHOWN ON THE DRAWINGS OF THE CONTRACT. THE NO POLES: 30 4 WIRE AIC 1 NEYA ENCLOSURE TYPE SURFACE L
CONTRACTOR SHALL PAY FOR ALL PERMITS AND FEES REWIRED FOR THE WORK. 0/C DISTRIBUTION KW DISTRIBUTION KW 0 C -
B. THE CONTRACTOR SHALL CAREFULLY EXAMINE THIS SITE AREAS TO DETERMINE THE NATURE AND EXTENT OF CKT PROT. DESCRIPTION LTO REC MTR PH LTG REC
MTR DESCRIPTION PROT CNT
THE WORT( INVOLVED BEFORE SUBMITTING A BID. BIDS SHALL SERVE AS EVIDENCE OF KNOWLEDGE OF 1 2O T3 NTEROIR LOT LTG 0.904 A 1.61 INTERIOR LOT LTG
20 3 2
EXISTING CONDITIONS. THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING ITEMS AND 3 0.904 B 1.61 - - 4
UTILITIES DUE TO THE PROGRESS OF THE WORK. THE CONTRACTOR SHALL REPAIR OR REPLACE ALL B - - 0.904 C 1.J8
DAMAGED EQUIPMENT, UTILITIES, PAVEMENT, CURBS, ETC. TO AN APPROVED CONDITION AT THEIR OWN PERMIEIER LOT LTC 2q/3 B -
7 20 3 PERIMETER LOT LTG 1.6 A 1.599
z 0
EXPENSE. B .2.13 B 1.599 - 10 0
C. ALL CONDUITS, SUPPORTS, ENCLOSURES, AND ELECTRICAL EQUIPMENT AND DEVICES SHALL BE INSTALLED 11 1.6 C 1.066 SPARE ZO 1 14 !a
AND GROUNDED IN ACCORDANCE WITH THE LATEST NATIONAL ELECTRICAL CODE AND ALL LOCAL CODES AND 13 - 2703 -- PERIMETER LOT LTG 2.13 A
ORDINANCES. 1S 1.6 B SPARE 201 16
D. INSTALL AND CONNECT ALL EQUIPMENT, FOITURES, DEVICES, AND COMPONENTS AS SPECIFIED AND INDICATED 17 _ 1.6 C SPARE 20/1 18 ,�-.4I
mgW g 1L�17
FOR THIS PROJECT W ACCORDANCE WITH THE UARIFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. EACH IB 20 1 SPARE A SPACE - 20
SYSTEM SHALL BE INSTALLED AS RECOMMENDED OR REQUIRED FOR PROPER OPERATION, 21 20 1 SPARE - - 0 SPACE - 22 i�= g�
E PMRELBOARDS, DISCONNECT SWITCHES, PULL BOXES, LTC. SHALL BE LOCATED TO PROVIDE FOR EASY 23 20/1 SPARE ••
ACCESS FOR OPERATIONS. 25 -- 2073 - SPARE A SPACE
F. - ALL WIRING SHALL BE INSTALLED IN METAL RACEWAYS, EXCEPT WHERE INSTALLED UNDERGROUND. FLEXIBLE 27 - - - B SPACE - 30
CONDUIT MAY BE USED WHERE CONDITIONS WARRANT ITS USE RIGID STEEL CONDUIT AND ELECTRICAL 28 C
METALLIC TUBING SHALL BE LOT DIPPED GALVANIZED OR SHERARDIZED -AS MANUFACTURED BY NATIONAL PANEL NOTES
ELECTRICAL PRODUCTS COMPANY OR EQUAL. UNDERGROUND INSTALLATION SHALL USE PVC SCHEDULE 40. 1. PROVIDE ARC FLASH LABEL PER NEC
LKEAD TIGHT FLEXIBLE CONDUIT MAY BE USED IN WET LOCATIONS OR WHERE FlEaBLE CONNECTIONS TO 2. VERIFY MOUNTING WITH OWNER PRIOR TO ORDERING -
EQUIPMENT IS RECOMMENDED. G. CONDUCTORS SHALL BE COPPER WITH THWN INSULATION. NO WIRE SHALL BE SMALLER TIM 110 AWG. TOTAL CON 37.236 KW DIV PHASE LOAD
TOTAL EMD: _ 30 K AW 6
SPLICES AND TAPS FOR LARGER THAN 16 AWG WIRE SHALL BE PRESSURE TYPE SET SCREW CONNECTORS, I TOTAL DF EYD PHASE AL 10.3 AMPS INKY PR 97 A
PROPERLY TAPED. SPLICES FOR /8 AWG WIRE OR SMAIIER MAY BE MADE WITH TWIST ON PRE - INSULA LI4NITINC LOADS: 22.2 1.0 22.2 PHASE Bt 10.3 AMPS x 125
%: 121 A
CONNECLORS. RECEPTACLE Q APPLIANCESt 0.0 0.0 0.0 PHASE V. 9.1 FEEDER LENGTH: 10 FT :, ♦ -
I. LDHBNG MIMES SHALL FEAR THE UL LABEL AND SHALL BE COMPLETE VIM LAMPS. - MOTOR R EQUIPMENT LOADS: 0.0 0.8 0.0 POWER FACTOR: 0.85
15.0 0.5 1.5 1p
- - J. EQUIPMENT MANUFACTURED BY CURER - HAMMER, GENERAL ELECTRIC. SIEMENS, OR SQUARE D COMPANY ARE - SPARE CAPACITY FEEDER SIZE, 4 1,1 6G. - 2'C.
09d �
ACCEPTABLE.
M. MOUNTING HEIGHTS OF ELECTRICAL EQUIPMENT AND DEVICES SHALL BE AS FOLLOWS:
DEVICE - HEIGHT (CENTERLINE TO FLOOR) N _
1. PANEIBOARDS /SWITCHBOARDS 72' (TO TOP OF PANED
K
W
2. UCHIINC CONTROL SWITCHES 48' (SIDE ACCESS ONLY 54 PER ADA) (+ 2
H. NAMEPLATES SHALL BE PROVIDED FOR ALL ITEMS SUCH AS PANEIBOARDS, AND CONTACTORS. NAMEPLATES LU M I N A I R E SC HEDULE
1. LATES SHALL BE WHITE CORE, TIM FACED, MACHINE ENGRAVED LAMINATED PLASTIC. LETTERING
SHALL BE 1/4 TALL FOR SMALL EQUIPMENT AND I /2' TALL FOR LARGE EQUIPMENT. - LAMPS
2. CONTRACTOR SNAIL PROVIDE PANELBOARD DIRECTORIES FOR ALL NEW PANELS AND SWITOAR
CHBDS, TYPE TOTAL BAll -
AND REVISE ALL DIRECTORIES OF AFFECTED EXISTING PANELS AND SWITCHBOARDS N0. OESCWP110N /SPEC NO. NO WATTS TYPE WATTAGE YFTYI. AND D TYPE
VOLT YOUR NOTES
N
0. THE GONR&CTON SHALL FURNISH SHOP DRAWING PORTFOLIOS FOR ALL MATERIALS AND EQUIPMENT. THE IOWW AREA LIGHT W
SHOP DRAWINGS SHALT.. BE ORGANIZED AND BOUND INTO SETS WITH EACH SET COLLATED AND BOUND OR I -
MC CRAW EDISON GSMANIOWIAIMNIFGBKLMA1005HS 1 1000 1065 480 MOUNTED 1 W
STAPLED. THE ARCHITECT /ENGINEER SHALL IMVE FINAL AUTHORITY AS TO WHETHER THE DEVICE 5 PO LE 2
DERED EM TO THE SPECFED f(EMS. 40OY AREA LGfIT
p MCGRAW EDISON GSWM400WLYMTFGBK LMA1005 1 400. 452 480 MOUNTED 1 z
11 I W
NOTES:
I. PROVIDE POLE 1STS7A255YM PROVIDE WITH HANONOLE AND ACCESSORIES AS REQUIRED FOR THE
CONFIGURATIONS SHOWN ON THE DRAWINGS. U
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3 PROJECT No.: 05400.001
ELECTRICAL SCHEDULES
EC1 - 3 NO SME
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