DEVELOPER: JASON FALLER CAMERA 40 PRODUCTION STUDIOS EMAIL: [email protected] PHONE: 801-623-3573
AutoCAD SHX Text
CS-01
AutoCAD SHX Text
LP-01
AutoCAD SHX Text
COVER SHEET
AutoCAD SHX Text
LANDSCAPE PLAN
AutoCAD SHX Text
ENGINEER BRANT TUTTLE NORTHERN ENGINEERING 1040 EAST 800 NORTH OREM, UTAH 84097 TEL: (801) 802-8992
AutoCAD SHX Text
SP-01
AutoCAD SHX Text
SITE PLAN
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
K:\3-16-021 FALLER\CAD\Final\01 - COVER.dwg 7/20/2016 9:52 AM 7/20/2016 9:52 AM7/20/2016 9:52 AM
AutoCAD SHX Text
JULY 2016
AutoCAD SHX Text
%%UROADWAY/STORM DRAIN
AutoCAD SHX Text
%%UGENERAL
AutoCAD SHX Text
%%UWATER
AutoCAD SHX Text
%%USEWER
AutoCAD SHX Text
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION SPECIFICATIONS AND/OR REQUIREMENTS OF THE SPRINGVILLE CITY PUBLIC WORKS DEPARTMENT. 2. A PRE CONSTRUCTION CONFERENCE WILL BE HELD A MINIMUM OF 3 WORKING DAYS PRIOR TO START OF WORK. ALL CONTRACTORS, SUBCONTRACTORS AND/OR UTILITY CONTRACTORS, SPRINGVILLE CITY PUBLIC WORKS AND CITY'S ENGINEER SHOULD BE PRESENT. 3. ALL CONSTRUCTION STAKES MUST BE REQUESTED A MINIMUM OF THREE (3) WORKING DAYS PRIOR TO PLANNED USE. 4. CERTAIN CONTROL POINTS WILL BE SET BY THE ENGINEER, OR HIS REPRESENTATIVE, WHICH ARE CRITICAL TO THE CONSTRUCTION STAKING OF THE PROJECT. THESE POINTS WILL BE DESIGNATED AT THE TIME THEY ARE SET AND THE CONTRACTOR SO NOTIFIED. DESTRUCTION OF THESE POINTS BY THE CONTRACTOR OR HIS SUBCONTRACTORS SHALL BE GROUNDS FOR CHARGING THE CONTRACTOR FOR REESTABLISHING SAID POINTS.
AutoCAD SHX Text
1. ALL ROADWAY CONSTRUCTION SHALL MEET THE MINIMUM REQUIREMENTS OF THE LATEST EDITION OF SPRINGVILLE CITY'S TECHNICAL SPECIFICATIONS OR AS APPROVED IN THE PLANS HEREIN. 2. WHEN DISCREPANCIES OCCUR BETWEEN PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. UNTIMELY NOTIFICATION SHALL NEGATE ANY CONTRACTORS CLAIM FOR ADDITIONAL COMPENSATION. 3. ALL STORM DRAIN PIPES TO BE RCP OR APPROVED EQUAL UNLESS OTHERWISE NOTED.ALL STORM DRAIN PIPES TO BE RCP OR APPROVED EQUAL UNLESS OTHERWISE NOTED.
AutoCAD SHX Text
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF SPRINGVILLE CITY DESIGN STANDARDS & PUBLIC IMPROVEMENT SPECIFICATION DRAWINGS OF SPRINGVILLE CITY. 2. FINAL APPROVAL AND ACCEPTANCE OF ALL SEWER CONSTRUCTION WILL BE BY SPRINGVILLE CITY. 3. UPON THE COMPLETION OF WORK, THE CONTRACTOR SHALL SUBMIT 3 SETS OF AS-BUILT PLANS TO THE OWNER & (1) SET TO NORTHERN ENGINEERING, INC. 4. HORIZONTAL AND VERTICAL SEPARATION OF CULINARY WATER AND SEWER SHALL BE IN COMPLIANCE WITH SPRINGVILLE CITY STANDARDS 5. SEWER MANHOLE LIDS ARE TO BE LABLED "SEWER"
AutoCAD SHX Text
1. THE WATER SYSTEM SHALL BE CONSTRUCTED TO CONFORM WITH THE STANDARDS SET FORTH IN THE "UTAH REGULATIONS FOR PUBLIC DRINKING WATER SYSTEMS", AND THE LATEST EDITION OF SPRINGVILLE CITY PUBLIC WORKS DEPARTMENT STANDARD SPECIFICATIONS AND DRAWINGS. 2. CONTRACTOR SHALL NOTIFY NORTHERN ENGINEERING, INC. THREE (3) WORKING DAYS BEFORE INITIAL CONSTRUCTION BEGINS AND SHALL ALSO REQUEST SPRINGVILLE CITY WATER DEPARTMENT INSPECTION OF WATER LINES AND APPURTENANCES TWENTY-FOUR (24) HOURS IN ADVANCE OF BACKFILLING. 3. UPON THE COMPLETION OF WORK, THE CONTRACTOR SHALL SUBMIT 3 SETS OF AS-BUILT PLANS TO THE OWNER & (1) SET TO NORTHERN ENGINEERING, INC. 4. WATER VALVE LIDS ARE TO BE LABELED "WATER" FOR CULINARY VALVES. 5. HORIZONTAL AND VERTICAL SEPARATION OF CULINARY WATER AND SEWER SHALL BE IN COMPLIANCE WITH SPRINGVILLE CITY STANDARDS. 6. WATERLINES TO BE BEDDED IN GRANULAR MATERIAL. A MIN. OF 8" COVER OVER TOP OF PIPE IS REQUIRED TO AVOID PENETRATION OF SUB BASE FROM ABOVE. 7. ALL ON-SITE WATERLINES WILL REMAIN THE PROPERTY AND RESPONSIBILITY OF THE OWNER.
AutoCAD SHX Text
SPRINGVILLE
AutoCAD SHX Text
%%UVICINITY MAP
AutoCAD SHX Text
NTS
AutoCAD SHX Text
%%UPOWER
AutoCAD SHX Text
1. DEVELOPER SHALL PROTECT ALL EXISTING ELECTRICAL FACILITIES AND OPERATING CLEARANCE REQUIREMENTS. DEVELOPER SHALL PROTECT ALL EXISTING ELECTRICAL FACILITIES AND OPERATING CLEARANCE REQUIREMENTS. 2. DEVELOPER SHALL COORDINATE ALL POWER DESIGN AND INSTALLATION WITH THE ELECTRICAL DEPARTMENT, DEVELOPER SHALL COORDINATE ALL POWER DESIGN AND INSTALLATION WITH THE ELECTRICAL DEPARTMENT, BRANDON GRAHAM 801-489-2733 [email protected]. 3. ALL EXISTING PUBLIC UTILITY EASEMENTS (P.U.E.) AND EXISTING ELECTRICAL FACILITIES SHALL BE PRESERVED ALL EXISTING PUBLIC UTILITY EASEMENTS (P.U.E.) AND EXISTING ELECTRICAL FACILITIES SHALL BE PRESERVED BY THE DEVELOPER. 4. DEVELOPER SHALL INSTALL ELECTRICAL SYSTEM AS PER SPRINGVILLE CITY POWER DEPT. SPECIFICATION MANUAL. DEVELOPER SHALL INSTALL ELECTRICAL SYSTEM AS PER SPRINGVILLE CITY POWER DEPT. SPECIFICATION MANUAL. 5. DEVELOPER SHALL PROVIDE (P.U.E.) ON ALL SIDES OF PROPERTY.DEVELOPER SHALL PROVIDE (P.U.E.) ON ALL SIDES OF PROPERTY.
AutoCAD SHX Text
EC-01
AutoCAD SHX Text
EROSION CONTROL PLAN
AutoCAD SHX Text
EC-02
AutoCAD SHX Text
EROSION CONTROL DETAILS
lthompson
Text Box
ADMINISTRATIVE APPROVED PLANS / 07-26-2016
700 SOUTH
SITE
AutoCAD SHX Text
S
AutoCAD SHX Text
D
AutoCAD SHX Text
BUILDING A 9,000 SQ.FT.
AutoCAD SHX Text
FUTURE BUILDING 6,000 SQ.FT.
AutoCAD SHX Text
12
AutoCAD SHX Text
EX. SSMH RIM=4506.39 INV=4496.29
AutoCAD SHX Text
EX. SDMH RIM=4504.61 INV=4499.77
AutoCAD SHX Text
EX.SEWER FORCE MAIN
AutoCAD SHX Text
IRRIGATION
AutoCAD SHX Text
EX. HYDRANT
AutoCAD SHX Text
PHASE 1
AutoCAD SHX Text
FUTURE PHASE
AutoCAD SHX Text
PHASE 1
AutoCAD SHX Text
FUTURE PHASE
AutoCAD SHX Text
EDGE OF ASPHALT
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
SEWER CLEANOUT, TYP.
AutoCAD SHX Text
1" WATER LINE (PROPOSED)
AutoCAD SHX Text
4" SEWER LINE (PROPOSED)
AutoCAD SHX Text
FUTURE PHASE
AutoCAD SHX Text
4507.50 FF
AutoCAD SHX Text
4507.00 FF
AutoCAD SHX Text
EX. POWER TRANSFORMER
AutoCAD SHX Text
EX. CURB & GUTTER
AutoCAD SHX Text
EX. SIDEWALK
AutoCAD SHX Text
EX.SEWER PRESSURE MANHOLE
AutoCAD SHX Text
EX. HYDRANT
AutoCAD SHX Text
EX. ROW
AutoCAD SHX Text
PEDESTRIAN ACCESS
AutoCAD SHX Text
EXTERIOR BUILDING LIGHTING TO BE DETERMINED AND SUBMITTED FOR BUILDING PERMIT,TYP.
AutoCAD SHX Text
EX. FENCE
AutoCAD SHX Text
PROPOSED 6' PRECONSTRUCTED MASONRY FENCE
AutoCAD SHX Text
2' HIGH BERM (SEE DETAIL THIS SHEET)
AutoCAD SHX Text
FUTURE PARKING
AutoCAD SHX Text
PRETREATMENT INLET BOX WITH SNOUT GRATE=4504.79 INV=4501.79
AutoCAD SHX Text
2' VALLEY GUTTER
AutoCAD SHX Text
EX. PI LATERAL AND METER
AutoCAD SHX Text
EX. INLET BOX GRATE=4504.17 INV=4500.47
AutoCAD SHX Text
CONST. 47.21' 15" RCP SD @ -2.8%
AutoCAD SHX Text
10
AutoCAD SHX Text
1" WATER LINE (PROPOSED)
AutoCAD SHX Text
4" SEWER LINE (PROPOSED)
AutoCAD SHX Text
SEWER CLEANOUT, TYP.
AutoCAD SHX Text
EX. METER
AutoCAD SHX Text
PROPOSED METER
AutoCAD SHX Text
AutoCAD SHX Text
BERM
AutoCAD SHX Text
6' TALL PRECONSTRUCTED MASONRY FENCE (FOOTING AS REQ'D BY MANUFACTURER)
AutoCAD SHX Text
FINISHED GRADE
AutoCAD SHX Text
REV. COGO FILE:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
COGO FILE:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
APPROVED:
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
DESIGNED BY:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
NO.
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BY
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
2
AutoCAD SHX Text
CAMERA 40
AutoCAD SHX Text
THESE DRAWINGS, OR ANY PORTION THEREOF, SHALL NOT BE USED
AutoCAD SHX Text
AGREEMENT IN WRITING WITH NORTHERN ENGINEERING, INC.
AutoCAD SHX Text
ON ANY PROJECT OR EXTENSIONS OF THIS PROJECT EXCEPT BY
AutoCAD SHX Text
JOB NO.
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text
SP-01
AutoCAD SHX Text
3-16-021
AutoCAD SHX Text
SITE PLAN
AutoCAD SHX Text
SPRINGVILLE, UTAH
AutoCAD SHX Text
EXISTING STORM DRAIN W/MH
AutoCAD SHX Text
%%ULEGEND
AutoCAD SHX Text
SET 5/8" IRON PIN
AutoCAD SHX Text
PROPERTY BOUNDARY
AutoCAD SHX Text
CENTERLINE
AutoCAD SHX Text
RIGHT-OF-WAY LINE
AutoCAD SHX Text
EASEMENT
AutoCAD SHX Text
FOUND 5/8" IRON PIN
AutoCAD SHX Text
EXISTING SANITARY SEWER W/MANHOLE
AutoCAD SHX Text
EXISTING CULINARY WATERLINE
AutoCAD SHX Text
OREM, UTAH 84097
AutoCAD SHX Text
1040 E. 800 N.
AutoCAD SHX Text
(801) 802-8992
AutoCAD SHX Text
ENGINEERING INC
AutoCAD SHX Text
ENGINEERING-LAND PLANNING CONSTRUCTION MANAGEMENT
AutoCAD SHX Text
K:\3-16-021 FALLER\CAD\Final\02-05 - SITE.dwg 7/20/2016 9:43 AM 7/20/2016 9:43 AM7/20/2016 9:43 AM
AutoCAD SHX Text
(24"x36")
AutoCAD SHX Text
SCALE 1" = 20'
AutoCAD SHX Text
(11"x17")
AutoCAD SHX Text
SCALE 1" = 40'
AutoCAD SHX Text
20
AutoCAD SHX Text
10
AutoCAD SHX Text
5
AutoCAD SHX Text
2
AutoCAD SHX Text
0
AutoCAD SHX Text
60
AutoCAD SHX Text
40
AutoCAD SHX Text
PRODUCTION STUDIOS
AutoCAD SHX Text
S
AutoCAD SHX Text
D
AutoCAD SHX Text
EXISTING PI WATERLINE
AutoCAD SHX Text
SPRINGVILLE
AutoCAD SHX Text
%%UVICINITY MAP
AutoCAD SHX Text
NTS
AutoCAD SHX Text
NEWVILLE WAREHOUSE LLC (PRIVATE LAND USE)
AutoCAD SHX Text
MY FIRST WAREHOUSE LLC (PRIVATE LAND USE)
AutoCAD SHX Text
ROBINSON WILCOCK LLC (PRIVATE LAND USE)
AutoCAD SHX Text
SITE INFORMATION PHASE 1 AREA = 24,108 SQ .FT. (O.55 AC.) = 24,108 SQ .FT. (O.55 AC.) 24,108 SQ .FT. (O.55 AC.) PHASE 2 AREA = 25,248 SQ. FT. (0.58 AC.) = 25,248 SQ. FT. (0.58 AC.) 25,248 SQ. FT. (0.58 AC.) TOTAL SITE AREA = 49,356 SQ. FT. (1.13 AC.) = 49,356 SQ. FT. (1.13 AC.) 49,356 SQ. FT. (1.13 AC.) PHASE 1 BUILDING = 9,000 SQ. FT. (18% OF TOTAL AREA) = 9,000 SQ. FT. (18% OF TOTAL AREA) 9,000 SQ. FT. (18% OF TOTAL AREA) PHASE 2 BUILDING = 6,000 SQ. FT. (12% OF TOTAL AREA) = 6,000 SQ. FT. (12% OF TOTAL AREA) 6,000 SQ. FT. (12% OF TOTAL AREA) LANDSCAPING = 15,120 SQ. FT. (31% OF TOTAL AREA)= 15,120 SQ. FT. (31% OF TOTAL AREA)15,120 SQ. FT. (31% OF TOTAL AREA)OPEN SPACE = 19,236 SQ. FT. (39% OF TOTAL AREA) = 19,236 SQ. FT. (39% OF TOTAL AREA) 19,236 SQ. FT. (39% OF TOTAL AREA) BUILDING TYPE = V-B = V-B V-B PHASE 1 PARKING = 12 STALLS (1 ADA) = 12 STALLS (1 ADA) 12 STALLS (1 ADA) PHASE 2 PARKING = 10 STALLS (1 ADA) = 10 STALLS (1 ADA) 10 STALLS (1 ADA) FIRE SUPPRESSION SYSTEM REQ'D: NO ADDRESS: 2294 WEST 700 SOUTH, SPRINGVILLE, UTAH 84663 2294 WEST 700 SOUTH, SPRINGVILLE, UTAH 84663 INTENDED USE: WAREHOUSE/OFFICE DEVELOPER: JASON FALLER CAMERA 40 PRODUCTION STUDIOS EMAIL: [email protected] PHONE: 801-623-3573
AutoCAD SHX Text
%%UBERM DETAIL
AutoCAD SHX Text
NTS
AutoCAD SHX Text
STORMWATER DETENTION TO BE HANDLED IN THE FUTURE REGIONAL DETENTION FACILITY LOCATED AT 2590 WEST 700 SOUTH.
AutoCAD SHX Text
NOTE: ALL CONSTRUCTION TO BE PERFORMED IN ACCORDANCE WITH SPRINGVILLE CITY STANDARDS AND SPECIFICATIONS, LATEST EDITION.
AutoCAD SHX Text
CONTRACTOR TO FIELD VERIFY LOCATION, ELEVATION AND SIZE OF EXISTING UTILITIES.
AutoCAD SHX Text
NOTE: PI SYSTEM TO THIS AREA, WHILE MAINS ARE INSTALLED IN THE STREETS, IS NOT PRESENTLY CHARGED. SPRINKLING SYSTEM TO COME OFF OF THE PORTABLE WATER SYSTEM UNTIL ABLE TO CONNECT TO PI WITHOUT CREATING A CROSS CONNECTION.
700 SOUTH
PLANT LEGEND
SHRUB PLANTING DETAIL
DECIDUOUS TREE PLANTING DETAIL
AutoCAD SHX Text
BUILDING A 9,000 SQ.FT.
AutoCAD SHX Text
FUTURE BUILDING 6,000 SQ.FT.
AutoCAD SHX Text
12
AutoCAD SHX Text
PHASE 1
AutoCAD SHX Text
FUTURE PHASE
AutoCAD SHX Text
PHASE 1
AutoCAD SHX Text
FUTURE PHASE
AutoCAD SHX Text
FUTURE PHASE
AutoCAD SHX Text
4507.50 FF
AutoCAD SHX Text
4507.00 FF
AutoCAD SHX Text
PEDESTRIAN ACCESS
AutoCAD SHX Text
FUTURE PARKING
AutoCAD SHX Text
LANDSCAPE
AutoCAD SHX Text
LANDSCAPE
AutoCAD SHX Text
10
AutoCAD SHX Text
NATIVE VEGETATION
AutoCAD SHX Text
LAWN
AutoCAD SHX Text
LAWN
AutoCAD SHX Text
LAWN
AutoCAD SHX Text
LANDSCAPE
AutoCAD SHX Text
REV. COGO FILE:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
COGO FILE:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
APPROVED:
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
DESIGNED BY:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
NO.
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BY
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
2
AutoCAD SHX Text
CAMERA 40
AutoCAD SHX Text
THESE DRAWINGS, OR ANY PORTION THEREOF, SHALL NOT BE USED
AutoCAD SHX Text
AGREEMENT IN WRITING WITH NORTHERN ENGINEERING, INC.
AutoCAD SHX Text
ON ANY PROJECT OR EXTENSIONS OF THIS PROJECT EXCEPT BY
AutoCAD SHX Text
JOB NO.
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text
LP-01
AutoCAD SHX Text
3-16-021
AutoCAD SHX Text
LANDSCAPE PLAN
AutoCAD SHX Text
SPRINGVILLE, UTAH
AutoCAD SHX Text
OREM, UTAH 84097
AutoCAD SHX Text
1040 E. 800 N.
AutoCAD SHX Text
(801) 802-8992
AutoCAD SHX Text
ENGINEERING INC
AutoCAD SHX Text
ENGINEERING-LAND PLANNING CONSTRUCTION MANAGEMENT
AutoCAD SHX Text
K:\3-16-021 FALLER\CAD\Final\02-05 - SITE.dwg 7/20/2016 9:43 AM 7/20/2016 9:43 AM7/20/2016 9:43 AM
AutoCAD SHX Text
(24"x36")
AutoCAD SHX Text
SCALE 1" = 20'
AutoCAD SHX Text
(11"x17")
AutoCAD SHX Text
SCALE 1" = 40'
AutoCAD SHX Text
20
AutoCAD SHX Text
10
AutoCAD SHX Text
5
AutoCAD SHX Text
2
AutoCAD SHX Text
0
AutoCAD SHX Text
60
AutoCAD SHX Text
40
AutoCAD SHX Text
PRODUCTION STUDIOS
AutoCAD SHX Text
NEWVILLE WAREHOUSE LLC (PRIVATE LAND USE)
AutoCAD SHX Text
MY FIRST WAREHOUSE LLC (PRIVATE LAND USE)
AutoCAD SHX Text
ROBINSON WILCOCK LLC (PRIVATE LAND USE)
AutoCAD SHX Text
TOTAL SITE AREA = 49,356 SQ. FT. (1.13 AC.) = 49,356 SQ. FT. (1.13 AC.) 49,356 SQ. FT. (1.13 AC.) LANDSCAPED AREA = 15,120 SQ. FT. (31% OF TOTAL AREA) = 15,120 SQ. FT. (31% OF TOTAL AREA) 15,120 SQ. FT. (31% OF TOTAL AREA) LAWN AREA = 1,282 SQ. FT. (8.5%) = 1,282 SQ. FT. (8.5%) 1,282 SQ. FT. (8.5%) NATIVE VEGETATION = 10,245 SQ. FT. (67.7%) = 10,245 SQ. FT. (67.7%) 10,245 SQ. FT. (67.7%) DECORATIVE ROCK = 3,593 SQ. FT. (23.8%) = 3,593 SQ. FT. (23.8%) 3,593 SQ. FT. (23.8%) TREES SHOWN = 7 = 7 7
AutoCAD SHX Text
%%ULEGEND
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
DECORATIVE ROCK WITH WEED BARRIER FABRIC
AutoCAD SHX Text
TREE SPECIES: ACCOLADE ELM
AutoCAD SHX Text
NATIVE VEGETATION
AutoCAD SHX Text
5 GAL.
AutoCAD SHX Text
CRATAEGUS PHAENOPYRUM 'WASHINGTON'
AutoCAD SHX Text
CP
AutoCAD SHX Text
WASHINGTON HAWTHORNE
AutoCAD SHX Text
1.75"CAL.
AutoCAD SHX Text
KEY
AutoCAD SHX Text
BOTANICAL NAME
AutoCAD SHX Text
COMMON NAME
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
REMARKS
AutoCAD SHX Text
TREES
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
CORNUS SERICEA
AutoCAD SHX Text
CS
AutoCAD SHX Text
RED OSIER DOGWOOD
AutoCAD SHX Text
5' O.C.
AutoCAD SHX Text
JUNIPERUS SABINA 'BROADMO0R'
AutoCAD SHX Text
JS
AutoCAD SHX Text
BROADMOOR JUNIPER
AutoCAD SHX Text
2 GAL
AutoCAD SHX Text
5' O.C.
AutoCAD SHX Text
SEEDED LAWN AREAS
AutoCAD SHX Text
ULMUS 'MORTON' ACCOLADE
AutoCAD SHX Text
MI
AutoCAD SHX Text
ACCOLADE ELM
AutoCAD SHX Text
1.75"CAL.
AutoCAD SHX Text
SCALE: NONE
AutoCAD SHX Text
3"-4" MULCH AT LEAST
AutoCAD SHX Text
AT GROUND LEVEL
AutoCAD SHX Text
SET TOP OF ROOT BALL
AutoCAD SHX Text
AROUND THE OUTSIDE OF THE
AutoCAD SHX Text
BACKFILL
AutoCAD SHX Text
FINISH GRADE
AutoCAD SHX Text
ROOT BALL
AutoCAD SHX Text
2 x ROOTBALL
AutoCAD SHX Text
BACKFILL THE HOLE WITH PARENT
AutoCAD SHX Text
INSTALL A SOIL WATER RING
AutoCAD SHX Text
TREE BASE PROTECTION
AutoCAD SHX Text
5' DIA. MULCH RING, 3-4" DEEP
AutoCAD SHX Text
FINISH GRADE
AutoCAD SHX Text
2 TO 3 x ROOTBALL
AutoCAD SHX Text
ROOT BALL
AutoCAD SHX Text
SCALE: NONE
AutoCAD SHX Text
B&B
AutoCAD SHX Text
B&B
AutoCAD SHX Text
TWICE THE WIDTH OF THE
AutoCAD SHX Text
ROOTBALL
AutoCAD SHX Text
AS ROOT BALL
AutoCAD SHX Text
HOLE AS DEEP
AutoCAD SHX Text
AND AT CENTER OF HOLE
AutoCAD SHX Text
MATERIAL. TOP SOIL OR SOIL PREP
AutoCAD SHX Text
MAY BE ADDED TO PARENT MATERIAL
AutoCAD SHX Text
BUT SHALL NOT REPLACE PARENT
AutoCAD SHX Text
MATERIAL.
AutoCAD SHX Text
COMPACTED SOIL ENOUGH TO HOLD
AutoCAD SHX Text
PLANT IN PLACE. DO NOT USE
AutoCAD SHX Text
MECHANICAL COMPACTION.
AutoCAD SHX Text
ADD BACKFILL AS NEEDED AFTER GENEROUSLY WATERING
AutoCAD SHX Text
ROOT BALL IF NEEDED
AutoCAD SHX Text
SEED MIX TO CONTAIN THE FOLLOWING FESCUE/ RYE MIX BLEND:
AutoCAD SHX Text
TAR HEEL II 33.3%%%
AutoCAD SHX Text
PURE GOLD 33.3%%%
AutoCAD SHX Text
MATADOR GT 33.3%%%
AutoCAD SHX Text
INSTALL AT A RATE OF 10 LBS./ 1000 SQ. FT.
AutoCAD SHX Text
SEED AVAILABLE THROUGH:
AutoCAD SHX Text
GRANITE SEED
AutoCAD SHX Text
1697 WEST 2100 NORTH
AutoCAD SHX Text
LEHI, UTAH 84043
AutoCAD SHX Text
PHONE: (801) 768-4422
AutoCAD SHX Text
FAX: (801) 768-3967
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
SLIGHTLEY ABOVE GROUND LEVEL
AutoCAD SHX Text
SET TOP OF ROOT FLARE
AutoCAD SHX Text
AND AT CENTER OF HOLE & UPRIGHT
AutoCAD SHX Text
ROOT FLARE
AutoCAD SHX Text
SLIGHTLY ABOVE GROUND LEVEL
AutoCAD SHX Text
DO NOT PILE MULCH AGAINST TRUNK
AutoCAD SHX Text
BACKFILL THE HOLE WITH PARENT
AutoCAD SHX Text
MATERIAL. TOP SOIL OR SOIL PREP
AutoCAD SHX Text
MAY BE ADDED TO PARENT MATERIAL
AutoCAD SHX Text
BUT SHALL NOT REPLACE PARENT MATERIAL.
AutoCAD SHX Text
COMPACTED SOIL ENOUGH TO HOLD TREE
AutoCAD SHX Text
IN PLACE. DO NOT USE MECHANICAL
AutoCAD SHX Text
COMPACTION. BACKFILL SHOULD COVER FLARE.
AutoCAD SHX Text
ADD BACKFILL AS NEEDED AFTER GENEROUSLY WATERING
AutoCAD SHX Text
1
AutoCAD SHX Text
PLACE ROOT BALL ON
AutoCAD SHX Text
UNDISTURBED SOIL
AutoCAD SHX Text
1: TREE ROOT BALL SHALL BE AT LEAST 12 INCHES IN DIAMETER PER EACH 1 INCH
AutoCAD SHX Text
OF TREE CALIPER AND A LEAST 18" DEEP. BALL SHALL BE WRAPPED TIGHTLY WITH
AutoCAD SHX Text
2: TREE SHALL ONLY BE LIFTED BY THE WIRE BASKET.NEVER LIFT TREE BY GRASPING
AutoCAD SHX Text
TRUNK OR LIMBS OR BY ATTACHING ANY TYPE OF SLING OR CHOKER.
AutoCAD SHX Text
3: REMOVE AT LEAST THE TOP HALF OF THE WIRE BASKET. PUSH REMAINING BASKET
AutoCAD SHX Text
INTO THE BOTTOM OF THE HOLE.
AutoCAD SHX Text
4: FOLD DOWN BURLAP INTO BOTTOM OF HOLE.
AutoCAD SHX Text
5: REMOVE ALL STRINGS, ROPE, STAKES, TAPING, TAGGING, FLAGGING, AND OTHER
AutoCAD SHX Text
SUCH ITEMS.
AutoCAD SHX Text
TREE PLANTING NOTES:
AutoCAD SHX Text
LOOSE PARTS.
AutoCAD SHX Text
%%ULANDSCAPE DATA
AutoCAD SHX Text
1: TOP DRESS ALL SHRUB AREAS WITH 3"TO 4" DEEP SHREDDED BARK MULCH. 2: PROVIDE A 6' DIAMETER MULCH AREA AROUND EVERGREEN TREES AND A 5' DIAMETER AROUND DECIDUOUS TREES. 3: VERIFY LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. 4: ALL PLANT MATERIAL SHALL BE HEALTHY STOCK, FREE FROM DISEASE AND DISFIGUREMENT, HAVING FULL NATURAL SHAPES. 5: PLANT MATERIAL SHALL BE THE SAME SPECIES AND SIZE AS DESCRIBED IN THE PLANT SCHEDULE. 6: ALL TREES AND SHRUBS TO BE PLANTED ACCORDING TO DETAILS. 7: ALL LANDSCAPED AREA TO BE IRRIGATED WITH AN AUTOMATED IRRIGATION SYSTEM THAT MEETS CITY CODES. LAWN AREAS TO BE WATERED BY SPRAY OR ROTOR HEADS. SHRUB AREAS TO BE DRIP IRRIGATED. 8: PROVIDE 4" THICK TOPSOIL FOR ALL LAWN AREAS AND 12" THICK TOPSOIL FOR SHRUB AREAS. 9: ALL LANDSCAPE PLANS MUST BE APPROVED BY THE SPRINGVILLE CITY DIRECTOR OF BUILDINGS AND GROUNDS. 10: CITY STAFF HAS THE RIGHT TO PRUNE OR REMOVE ANY TREE IN THE PUBLIC RIGHT-OF-WAY AS THEY DEEM NECESSARY FOR THE BENEFIT OF THE PUBLIC CONCERN AND SAFETY. 11. TREE PLANTING SEASON IS FROM LABOR DAY THROUGH MEMORIAL DAY. NO TREES MAY BE PLANTED IN PUBLIC RIGHTS-OF WAY OUTSIDE OF THAT SEASON. TREES PLANTED WHILE THE TREE IS NOT DORMANT WILL REQUIRE A TWO YEAR REPLACEMENT GUARANTEE.
AutoCAD SHX Text
%%ULANDSCAPE NOTES
AutoCAD SHX Text
#
AutoCAD SHX Text
2
AutoCAD SHX Text
5
AutoCAD SHX Text
5
AutoCAD SHX Text
5
AutoCAD SHX Text
BUILDING A 9,000 SQ.FT.
AutoCAD SHX Text
FUTURE BUILDING 6,000 SQ.FT.
AutoCAD SHX Text
4507.50 FF
AutoCAD SHX Text
4507.00 FF
AutoCAD SHX Text
REV. COGO FILE:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
COGO FILE:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
APPROVED:
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
DESIGNED BY:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
NO.
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BY
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
2
AutoCAD SHX Text
CAMERA 40
AutoCAD SHX Text
THESE DRAWINGS, OR ANY PORTION THEREOF, SHALL NOT BE USED
AutoCAD SHX Text
AGREEMENT IN WRITING WITH NORTHERN ENGINEERING, INC.
AutoCAD SHX Text
ON ANY PROJECT OR EXTENSIONS OF THIS PROJECT EXCEPT BY
AutoCAD SHX Text
JOB NO.
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text
EC-01
AutoCAD SHX Text
3-16-021
AutoCAD SHX Text
EROSION CONTROL PLAN
AutoCAD SHX Text
SPRINGVILLE, UTAH
AutoCAD SHX Text
OREM, UTAH 84097
AutoCAD SHX Text
1040 E. 800 N.
AutoCAD SHX Text
(801) 802-8992
AutoCAD SHX Text
ENGINEERING INC
AutoCAD SHX Text
ENGINEERING-LAND PLANNING CONSTRUCTION MANAGEMENT
AutoCAD SHX Text
K:\3-16-021 FALLER\CAD\Final\02-05 - SITE.dwg 7/20/2016 9:43 AM 7/20/2016 9:43 AM7/20/2016 9:43 AM
AutoCAD SHX Text
(24"x36")
AutoCAD SHX Text
SCALE 1" = 20'
AutoCAD SHX Text
(11"x17")
AutoCAD SHX Text
SCALE 1" = 40'
AutoCAD SHX Text
20
AutoCAD SHX Text
10
AutoCAD SHX Text
5
AutoCAD SHX Text
2
AutoCAD SHX Text
0
AutoCAD SHX Text
60
AutoCAD SHX Text
40
AutoCAD SHX Text
PRODUCTION STUDIOS
AutoCAD SHX Text
STABILIZED CONSTRUCTION ENTRANCE
AutoCAD SHX Text
LEGEND:
AutoCAD SHX Text
PROPOSED SILT FENCE
AutoCAD SHX Text
CONCRETE & EQUIPMENT WASH OUT AREA
AutoCAD SHX Text
PORTABLE TOILET REQ'D
AutoCAD SHX Text
MATERIAL STORAGE AREA & EQUIPMENT STORAGE AREA
AutoCAD SHX Text
SWPPP BOARD DETAIL
AutoCAD SHX Text
SWPPP DISPLAY AREA
AutoCAD SHX Text
N O I
AutoCAD SHX Text
SWPPP
AutoCAD SHX Text
INSPECTION RECORDS
AutoCAD SHX Text
4' (MIN.)
AutoCAD SHX Text
4' (MIN.)
AutoCAD SHX Text
INLET PROTECTION
AutoCAD SHX Text
SWPPP BOARD
AutoCAD SHX Text
DETAIL-A
AutoCAD SHX Text
%%U SILT FENCE DETAIL
AutoCAD SHX Text
-NTS-
AutoCAD SHX Text
STEEL OR WOOD POST
AutoCAD SHX Text
ATTACHED TO FABRIC
AutoCAD SHX Text
4" X 4" TRENCH
AutoCAD SHX Text
APPROXIMATE
AutoCAD SHX Text
ANCORED IN TRENCH
AutoCAD SHX Text
COMPACTED BACKFILL
AutoCAD SHX Text
RUNOFF
AutoCAD SHX Text
FABRIC MATERIAL
AutoCAD SHX Text
PREFABRICATED MATERIAL
AutoCAD SHX Text
ATTACHED TO STEEL OR
AutoCAD SHX Text
BACKFILL TRENCH
AutoCAD SHX Text
WOOD POSTS
AutoCAD SHX Text
%%U VEHICLE TRACKING DETAIL
AutoCAD SHX Text
DETAIL-B
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
PUBLIC ROAD
AutoCAD SHX Text
50' MIN.
AutoCAD SHX Text
1/2"-3/4" FILTER LAYER
AutoCAD SHX Text
3"-6" ROCK
AutoCAD SHX Text
12" MIN.
AutoCAD SHX Text
24' MIN.
AutoCAD SHX Text
HARD SURFACE
AutoCAD SHX Text
WRAP DRAINAGE FABRIC AROUND WATTLE, PLACE STAKE THROUGH BOTH TOP LAYER OF FABRIC & STRAW WATTLE
AutoCAD SHX Text
PLACE TOP STAKE NAILED TOGETHER WITH STRAW WATTLE STAKE TO PREVENT WATTLE STAKE FROM PUNCTURING DRAINAGE FABRIC
AutoCAD SHX Text
SEDIMENT
AutoCAD SHX Text
* CATCH BASIN INLET PROTECTIONS ARE TO REMAIN IN PLACE AND OPERATIONAL UNTIL ALL CONSTRUCTION IS COMPLETED AT THE SITE.
AutoCAD SHX Text
CURB INLET PROTECTION
AutoCAD SHX Text
ANY OF THE ABOVE OPTIONS MAY BE USED
AutoCAD SHX Text
%%U DETAIL FOR EXISTING CATCH BASINS
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
DETAIL-D
AutoCAD SHX Text
DRAINAGE FABRIC
AutoCAD SHX Text
%%UDO NOT%%U PUNCTURE
AutoCAD SHX Text
CROSS SECTION A-A
AutoCAD SHX Text
OPTION A
AutoCAD SHX Text
SEDIMENT
AutoCAD SHX Text
CURB INLET
AutoCAD SHX Text
GRATE & HOOD
AutoCAD SHX Text
CROSS SECTION B-B
AutoCAD SHX Text
OPTION B
AutoCAD SHX Text
9" DIA. STRAW WATTLE PLACED TIGHTLY AGAINST HOOD OPENING
AutoCAD SHX Text
SEDIMENT
AutoCAD SHX Text
A
AutoCAD SHX Text
WIRE 4' LONG 4"x4" TO GRATE BEFORE FABRIC PLACEMENT, FASTEN FABRIC TO BOARD @ 4" O.C.
AutoCAD SHX Text
%%p2" OVERFLOW GAP
AutoCAD SHX Text
MIRAFI 140N OR APPROVED EQUAL REQ'D-PLACE UNDER LIFT OUT GRATE,DO NOT PLACE UNDER HOOD!
AutoCAD SHX Text
SEDIMENT
AutoCAD SHX Text
B
AutoCAD SHX Text
A
AutoCAD SHX Text
%%p2" OVERFLOW GAP
AutoCAD SHX Text
B
AutoCAD SHX Text
KEY-IN BALES 6" DEEP
AutoCAD SHX Text
DETAIL-C
AutoCAD SHX Text
%%U STRAW BALE DROP INLET PROTECTION DETAIL
AutoCAD SHX Text
-NTS-
AutoCAD SHX Text
SECTION
AutoCAD SHX Text
STRAW OR HAY BALE
AutoCAD SHX Text
PLAN VIEW
AutoCAD SHX Text
PLACE 3" TO 4" OF EXCAVATED MATERIAL ALONGTHE RECEIVING SIDE OF THE BALE AND COMPACT
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
DROP INLET STRUCTURE
AutoCAD SHX Text
TIGHTLY BUTT BALE ENDS
AutoCAD SHX Text
2" SQUARE BY 4' MINIMUM HARDWOOD STAKE. INSTALL 2 STAKES PER BALE.
AutoCAD SHX Text
NOTES: 1. KEY-IN BALES IN AN EXCAVATED TRENCH AROUND THE PERIMETER OF THE DROP INLET STRUCTURE THAT IS 6" DEEP BY A BALES WIDTH WIDE. 2. OVERLAP ON CORNERS MUST BE AT LEAST HALF A BALE WIDE. 3. DEPENDING ON THE SIZE OF THE INLET STRUCTURE, MORE BALES THAN SHOWN MAY BE REQUIRED. 4. IN MEDIAN AREAS, CONSTRUCT SO THAT THE TOPS OF THE BALES ARE NOT HIGHER THAN THE ADJACENT ROADWAY. 5. MAINTAIN A PROPERLY FUNCTIONING SEDIMENT BARRIER THROUGHOUT CONSTRUCTION OR UNTIL DISTURBED AREAS CONTRIBUTING TO THE INLET HAVE BEEN PAVED OR VEGETATED. 6. REMOVE SEDIMENT AS IT ACCUMULATES AND PLACE IT IN A STABLE AREA APPROVED BY THE ENGINEER.
AutoCAD SHX Text
%%u GENERAL NOTES:
AutoCAD SHX Text
1. AT ALL TIMES DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING AND CONTROLLING ONSITE EROSION DUE TO WIND AND RUNOFF. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR MAINTAINING EROSION CONTROL FACILITIES SHOWN. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING DRAINAGE AND EROSION CONTROL FACILITIES AS REQUIRED. STREETS SHALL BE KEPT CLEAN OF DEBRIS FROM SITE TRAFFIC. 3. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DUE TO UNFORESEEN PROBLEMS OR IF THE PLAN DOES NOT FUNCTION AS INTENDED. A REPRESENTATIVE OF THE CITY OR COUNTY PUBLIC WORKS DEPARTMENT MAY REQUIRE ADDITIONAL CONTROL DEVICES UPON INSPECTION OF PROPOSED FACILITIES. 4. CONTRACTOR SHALL USE VEHICLE TRACKING CONTROL AT ALL LOCATIONS WHERE VEHICLES WILL ENTER OR EXIT THE SITE. CONTROL FACILITIES WILL BE MAINTAINED WHILE CONSTRUCTION IS IN PROGRESS, MOVED WHEN NECESSARY, AND REMOVED WHEN THE SITE IS PAVED. 5. ALL SWPPP DRAINAGE SYSTEMS USING A GEOTECHNICAL FABRIC FOR INLET GRATE PROTECTION MUST HAVE FABRIC REGULARLY CLEANED (14 DAY INTERVAL MAX, MORE FREQUENTLY IF NEEDED) TO INSURE THAT SILT DOES NOT FORM IMPERMEABLE BARRIER OVER INLET.
AutoCAD SHX Text
MIRAFI 140N OR APPROVED EQUAL REQ'D-PLACE UNDER LIFT OUT GRATE
AutoCAD SHX Text
STANDARD CURB INLET CATCH BASIN
AutoCAD SHX Text
CURB INLET GRATE & HOOD
AutoCAD SHX Text
STANDARD 12" WOOD STAKES
AutoCAD SHX Text
STANDARD CURB INLET CATCH BASIN
AutoCAD SHX Text
REV. COGO FILE:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
COGO FILE:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
APPROVED:
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
DESIGNED BY:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
NO.
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BY
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
2
AutoCAD SHX Text
CAMERA 40
AutoCAD SHX Text
THESE DRAWINGS, OR ANY PORTION THEREOF, SHALL NOT BE USED
AutoCAD SHX Text
AGREEMENT IN WRITING WITH NORTHERN ENGINEERING, INC.
AutoCAD SHX Text
ON ANY PROJECT OR EXTENSIONS OF THIS PROJECT EXCEPT BY
AutoCAD SHX Text
JOB NO.
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text
EC-02
AutoCAD SHX Text
3-16-021
AutoCAD SHX Text
EROSION CONTROL DETAILS
AutoCAD SHX Text
SPRINGVILLE, UTAH
AutoCAD SHX Text
OREM, UTAH 84097
AutoCAD SHX Text
1040 E. 800 N.
AutoCAD SHX Text
(801) 802-8992
AutoCAD SHX Text
ENGINEERING INC
AutoCAD SHX Text
ENGINEERING-LAND PLANNING CONSTRUCTION MANAGEMENT
AutoCAD SHX Text
K:\3-16-021 FALLER\CAD\Final\02-05 - SITE.dwg 7/20/2016 9:43 AM 7/20/2016 9:43 AM7/20/2016 9:43 AM
![c Copyright 2014 [please consult the author] Notice ...eprints.qut.edu.au/84097/1/__staffhome.qut.edu.au_staffgroupd... · Thirty Fifth International Conference on Information ...](https://static.documents.pub/doc/80x56/5aaae39d7f8b9a86188e9fbd/c-copyright-2014-please-consult-the-author-notice-fifth-international-conference.jpg)