Skybreak Monuments - 1.0 - Site & Monument Plans V1APPROVED
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GENERAL NOTES:
ALL CODE STANDARDS AND SPECIFICATIONS REFERRED TO IN THESE NOTES
ARE TO BE PART OF THESE NOTES. UNLESS NOTED OTHERWISE, THESE SHALL
BE THE LATEST EDITION AND PROCESS.
• ALL DETAILS AND NOTES IN OR ON THESE DRAWINGS ARE INTENDED TO BE
TYPICAL AND SHALL APPLY TO LIKE SITUATIONS. CONSTRUCTION NOT
SPECIFICALLY SHOWN SHALL BE ACCOMPLISHED PER MINIMUM REQUIREMENTS
OF THE 2018 IBC.
• CONTRACTOR SHALL COMPARE ALL DIMENSIONS AND CONDITIONS ON
CONTRACT DOCUMENTS AND AT THE SITE. ANY OMISSION OR CONFLICT SHALL
BE BROUGHT TO THE ATTENTION OF THE OWNER. IN CASE OF ANY CONFLICT
FOLLOW THE MOST STRICT REQUIREMENTS AS DIRECTED BY THE OWNER.
CONTRACTOR SHALL COMPLY WITH ALL THE BEST TRADES OF CONSTRUCTION
ON ALL ITEMS THAT ARE TO BE INCLUDED INTO THE STRUCTURE. ORDER OF
CONSTRUCTION TO BE THE RESPONSIBILITY OF THE CONTRACTOR.
CONTRACTOR SHALL PROVIDE ALL ITEMS NECESSARY FOR THE CHOSEN
PROCEDURE.
UNTIL ALL PERMANENT MEMBERS, INCLUDING BUT NOT LIMITED TO WALLS,
SLABS, FLOORS, AND ROOFS ARE IN PLACE AND ALL CONNECTIONS ARE
COMPLETED, STABILITY OF THE STRUCTURE AND ALL PARTS OF IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY. DURING AND AFTER CONSTRUCTION THE
CONTRACTOR AND/OR OWNER SHALL KEEP LOADS ON STRUCTURE WITHIN THE
LIMITS OF THE DESIGN.
OBSERVATION VISITS TO THE SITE SHALL BY OWNER NOT BE CONSIDERED AS AN
INSPECTION OF THE STRUCTURE UNTIL COMPLETE.
REINFORCED CONCRETE:
• ALL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH EQUAL TO 3500 PSI WITHIN
28 DAYS AFTER PLACING.
NORMAL WIGHT AGGREGATES SHALL COMPLY WITH ASTM C-33 AND SHALL
PRODUCE CONCRETE WEIGHING WITHIN 145 TO 155 POUNDS PER CUBIC FOOT.
WATER USED IN CONCRETE SHALL BE POTABLE. CALCIUM CHLORIDE, ALUMINUM
CONDUIT, PRODUCT CONTAINING ALUMINUM OR ANY OTHER MATERIAL HARMFUL
TO CONCRETE SHALL NOT BE USED IN COMPOUND.
METAL REINFORCEMENT SHALL BE DEFORMED TYPE BARS AND SHALL CONFORM
TO ASTM A-615 GRADE 60 WITH MINIMUM YIELD STRENGTH OF 60 KSI. ALL
REINFORCEMENT BARS SHALL BE DETAILED, BOLSTERED, AND SUPPORTED IN
ACCORDANCE WITH ACI STANDARD 318. SUBMIT SHOP DRAWING FOR REVIEW
PRIOR TO FABRICATION. PROVIDE MINIMUM CONCRETE COVER FOR
REINFORCEMENT AS FOLLOWS UNLESS NOTED OTHERWISE.
CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED EARTH = 3"
CONCRETE EXPOSED TO EARTH OR WEATHER, #5 BARS AND SMALLER = 1.5"
ALL FORMWORK SHALL COMPLY WITH REQUIREMENTS OF ACI STANDARD
PUBLICATION NO 347. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN,
CARE, DETAILING, PLACEMENT, AND REMOVAL OF ALL FORMWORK AND SHORING.
• TEMPERATURE REINFORCEMENT SPLICES IN WALLS, CONTINUOUS FOOTINGS, AND
SLABS SHALL LAP 30 BAR DIAMETER. SPLICES SHALL BE STAGGERED 24" MINIMUM.
ALL OTHER SPLICES SHALL BE AS SHOWN OR NOTED ON DRAWINGS. ADDITIONAL
SPLICES (IF REQUIRED) SHALL COMPLY WITH THE REQUIREMENTS OF THE IBC AND
SHALL BE APPROVED BY THE OWNER.
ALL HORIZONTAL REINFORCEMENT SHALL HAVE MATCHING DOWELS AT
INTERSECTIONS AND AT CORNERS OF THE WALLS. ALL VERTICAL REINFORCEMENT
SHALL HAVE MATCHING DOWELS IN FOOTING OR STRUCTURE BELOW.
GRADE
16'-0"
EARTH WORK:
ALLOWABLE SOIL BEARING PRESSURE ASSUMED TO BE 1,500 PSF
ALL FOOTINGS SHALL BEAR ON NATIVE SOIL UNLESS DIRECTED BY
GEOTECHNICAL ENGINEER. BOTTOM OF FOOTINGS TO BE 24" MINIMUM
BELOW FINISH GRADE.
DESIGN CRITERIA:
GOVERNING CODE:
20181BC
GRAVITY LOADS:
CONCRETE DEAD LOAD
150 PCF.
MASONRY DEAD LOAD
80 PCF.
LATERAL LOADS:
SOIL ACTIVE PRESSURE
38 PSF./FT.
ROOF SNOW LOAD
25 PSF.
SEISMIC LOADS:
SOIL SITE CLASS
D
SHORT TERM SPECTRAL RESPONSE 0.31
ONE SEC. SPECTRAL RESPONSE
0.11
SEISMIC USE GROUP
I
SEISMIC IMPORTANCE FACTOR
1.0
SEISMIC DESIGN CATEGORY
C
WIND LOADS:
EXPOSURE B
BASIC WIND SPEED
115 MPH
GUST FACTOR, G
0.85
DIRECTIONAL FACTOR, Kd
0.85
IMPORTANCE FACTOR
1.0
BUILDING ANALYSIS:
TYPE OF CONSTRUCTION:
IV -A
OCCUPANCYTYPE:
U
STRUCTURES SQUARE FEET: 275 SF
6'-0"
6'-0" 11'-6"
EQ EQ
42" TALL WALL MOUNT
LIGHTS BY DEVELOPER -
INSTALL (CENTER OF LIGHT)
AT 84" ABOVE TOP OF SLAB,
BACK PLATE TO BE
DETERMINED (TYP. OF (4))
5-3/4" CONCRETE CAP
WITH 1/4"/FOOT SLOPE
TO BACK - SEE PLAN
MOON LIGHT ROUGH
CUT CULTURED STONE
VENEER (TYP.)
6" CONCRETE CURB
ROAD WIDTH
WATER PROOF OUTLET
24" ABOVE GRADE -
LOCATE CENTERED/
BELOW LIGHT
5-3/4" CONCRETE CAP
WITH 1 /4"/FOOT SLOPE
TO BACK - SEE PLAN
MOONLIGHT ROUGH
CUT CULTURED STONE
VENEER (TYP.)
6" CONCRETE CURB
IN -GROUND
WELL LIGHTS -
VISTA BRAND:
MODEL 1182
(TYP. OF (4))
�1[T
- 6" CONCRETE CURB
L
FRONT & REAR ELEVATION
T-0"
T-0"
0
N
3'- 0"
3' - 0"
1 /4" = 1'-0"
►!A
10'-0"
WALK
RETAINING WALL
61' - 0"
o H
BLOCK 1
VERIFY
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PLANTER 6•CONCRETE CURB
TRAFFIC FLOW
(EXIT SUBDIVISION)
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TRAFFIC FLOW
(INTO SUBDIVISION)
PLANTER
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10'-0" 61'-0" z BLocKz
WALK VERIFY `" a
RETAINING WALL
SITE PLAN
N1 if = 20'-0"
5-3/4" CONCRETE CAP
WITH 1/4"/FOOT SLOPE
TO BACK - SEE PLAN
—
�r. - -
F
- h - -
MOON LIGHT ROUGH
CUT CULTURED STONE -
VENEER (TYP.)
psi
o r C �c --
6" CONCRETE CURB
ROAD WIDTH
WATER PROOF OUTLET —
24" ABOVE GRADE -
LOCATE CENTERED/
BELOW LIGHT
1'-6"1 6'-0" 1 6'-0"
EQ EQ
42" TALL WALL MOUNT —
LIGHTS BY DEVELOPER -
INSTALL (CENTER OF LIGHT)
AT 84" ABOVE TOP OF SLAB,
BACK PLATE TO BE
DETERMINED (TYP. OF (4))
GRADE
SKYBREAK-
ENTRY
MONUMENTS
PROJECTINFO:
LOT:
BLOCK:
SKYBREAK
SUBDIVISION
X
X
DRAWN BY: RA
PLOT DATE: 9/8/2022 12:58:33 PM
MSTR DATE:
FOR STRUCUTURAL
CALCULATIONS ONLY,
SHEET TITLE:
ENTRY MONUMENTS &
ELECTRICAL PLANS
ELECTRICAL PLAN
1/4" = 1'-0"
SHEET NUMBER:
1.0