SW3170101_Plansheet C1_20170201

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Base Leveling Pad Notes: Standard Unit Ca Unit LEGEND:
DO NOT PRUNE LEADER. PRUNE OR CUT ONLY 9 P CAR0�
1.The leveling pad is to be
DEAD OR UNHEALTHY BRANCHES Width: 18" Width: 18"
constructed of crushed stone *Depth: 18" *Depth: 10 1/2" 1 ipf - IRON PIPE FOUND Camden Dr. �.�OFESS/pN,��y
PROVIDE STAKING IF SPECIFIED. IF STAKING IS or 2,000 psi±unreinforced Height: 8" Height: 4" -ZQQ` q�
concrete *Weight: 108lbs *Weight: 50lbs 1 irf - IRON REBAR FOUND = SEAL
** -
PROVIDED,PROTECT TREE WITH BROAD STRAP OR I ecm - EXISTING CONCRETE MARKER site**
= = 33292 -
FLEXIBLE TUBING.ALLOW FLEXIBILITY IN STRAPS 2.The base foundation is to be
nts - NOT TO SCALE =
TO DEVELOP TRUNK TAPER.PROVIDE TURN approved by the site geotechnical I Ja��ea o�' %���':�NGINEF-�`:`
BUCKLE AND WARNING FLAGS.REMOVE ALL engineer prior to placement of the R/W - RIGHT OF WAY
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STAKING AND ACCESSORIES WITHIN ONE YEAR leveling pad. nit Face 1 oel - OVERHEAD ELECTRIC LINE
FROM PLANTING. I cp - COMPUTED POINT zD � ''�111111111�``
THE ROOT FLARE SHALL BE PLANTED AT GRADE, I m - WATER METER erOOk�OOa
-® POWER POLE
NO HIGHER THAN 2"ABOVE GRADE,AND NEVER °r
BELOW GRADE. REMOVE EXCESS SOIL TO EXPOSE a SEWER MANHOLE erk
THE ROOT FLARE AT GRADE.TREE SHALL BE SET ® I - HYDRANT OO�0I
PLUMB
MULCH DEPTH 3".KEEP MULCH 3"FROM ROOT 1 - SEWER CLEANOUT °cast f
02-01-17
FLARE AND DO NOT CONTACT STEM LIGHT POLEExcavatio ,�Limits I ® - SINGLE LIGHT POLE p `A' E
HIGH QUALITY SOIL MIX AS SPECIFIED 1 N s
WATER SAUCER SHALL BE NO MORE THAN 3" / lJa�edp 1 ®- DOUBLE LIGHT POLE
ABOVE GRADE Un einfo ced Concrete / drk% I p II`
Leveling Pad / g Q z U 00
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COMPLETELY REMOVE TOP HALF OF BURLAP, / 1 - Z J 00
l = LACING AND WIRE BASKET AND DISCARD FROM p / Vicinity Map Not to scaleCU
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HOLE Standard Unit/Base Pad Isometric Section View / died / I Z Q rn
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ROOT BALL SHALL BE PLACED DIRECTLY ON �\ *Dimensions&Weight May Vary by Region / k//� / L w z op
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COMPACTED SUBGRADE. HANDLE TREE BY THE 6oI6 Not to Scale p / / Q N
ROOT BALL ONLY. S� d�edp / / 1 12" Unit Drainage Fill Q_ J
zzs3 drkn / / I 8 Min. Low Permeable Soil Cap Unit Z CD U J o ti
r g / I�- (3/4 Crushed 0 z I� N
/ Rock or Stone)!110 � " N
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1II I Anchor D6o' -11=1I -
NOTES: (D
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1. CONTRACTOR IS RESPONSIBLE FOR n I —I I 9D U-)ADEQUATE DRAINAGE OF ALL PLANTING PITS. �r \ �e� \ \ I II I I� DE Z o
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(POSITIVE DRAINAGE AWAY FROM PIT) \ � I— W p 00 �
2. ADHERE TO STANDARDS IN THE CITY TREE
MANUAL. \ / 1�. 0 I -1 II Z • ro
3. STREET TREES MUST BE 3"CALIPER AT \ I I- - (� 0 E
INSTALLATION WITH A 5'MINIMUM FIRST BRANCH t / �\ I C�einforced Soil 1" - 1 1/4"HEIGHT. � I Approximate — Lw
4. PLANTING SEASON OCTOBER-APRIL. / / `Tj\� \ i Limits of I II I I 8"
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5. A TREE IMPACT PERMIT IS REQUIRED. Excavation/ \MFN � '�I
6. ELECTRICAL OUTLETS AND OTHER UTILITIES / / �T \
ARE PROHIBITED IN THE PLANTING AREA / b
III Finished Grade
IMMEDIATELY SURROUNDING THE TREE. , ' \ 1 shin \\ 1 Retained Soil �I Minimum 12" block z
TREE PLANTING DETAIL / / I _I below grade. Ln o
soo \ ��` 4" Perforated PVC
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Drainage Tile —
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�' ' �\ / -III-1 11-1 11-1 I I—I I 1=Ti=1 i 1=1 i 1=1 11=1 I I—I —III—I 11=1 11=1 I I—11=1" � z
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Note: Unreinforced Concrete :3w o z
LANDSCAPE LEGEND / 2g96 I \ ~S/�/N� U Z 0
Red Oak \\ When site conditions require, wrap drainage or Crushed Stone Lu o z J
�\ �\ \\ tile in 3/4 aggregate and filter fabric with Foundation Soil Leveling Pad U a.Ln o
0 sweet Gum 1/2" x 5 1/4" l � \ 2soo � I g p aggregate � o
drainage composite or a re ate back drain
eogrid is to be Placed on Level system, as directed by geotechnical engineer. o w ­1I
Fiberglass Backfill and Extended Over the \ 1 \ 'soo M
Fiberglass Pins. Place Next Unit. �
Pins Pull Grid Taught and Backfill. I 2s00\` / 8 / 1 U g o N �
Stake as required. // I \ i _ / I ■ w a o
Front Face 5 w
Grid & Pin Connection ' �\ / / - _ \ ' 1 Typical Reinforced Wall Section z o o
III—III—III—III—III I—III=__ ryZ. — — Diamond 9D - 1 Setback O w w o Ln
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Not to Scale m I Q w
—I 11=1 11=1 11=1 11=1 I I I 1=1 I I—III—III—III \ I �/ Not to Scale o U 0 0 0
III—III—III—III—III 11-1 11-1 I I—I 11=1 I 1=1
I—III—III—III—III—I I =__= III—III—III—III=1 I I \ � I /' �� I �
"I -III—1 II II 1=1 I I I I 1=1 11=1 11=1 11=1 11-111=1 I M I II���I I-1 Notes. r/ \ \ / / \ I Place Additional Pieces of Geogrid
III=1 I -1 I I—III—III—III „III-1 11=
—, 1. Design is for Anchor Diamond 9D When Angle Exceeds 20'
retaining wall system 6' height. / \ \ / / / o o
\ / �� 3"of Soil Fill is Required Between IN L
\ Overlapping Geogrid for Proper �p 0 U
2. Engineered fill to be used for reinforced \ — — — —\ / \� Anchorage (Typ.)
Section backfill on geogrid. �/ \ /\ —� — — U °
I \ / Additional Drainage Fill z Ln
\ II Extend Wall Height/2 li a v u
ftftft 3. Refer to manufacturers installation Drainage Fill f ,N p N
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instructions for correct installation. \ — — II U N
Leveling Pad Detail -
Not to Scale ' / \ I\ y \\ • Ln U) � N U
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2s.00 I E
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EARTHWORK NOTES / - v, \I H/2 Q a U
\ \ I ;I CD Note: o 0
I , GENERAL: EARTHWORK SHALL INCLUDE THE L❑❑SENING AND REMOVAL, TRANSP❑RTING, STORAGE, BACKFILLING, GRADING AND ALL HANDLING OF NATURAL / \ I a1 w I N ! 1. Check with manufacturers specifications Q
SOIL, DEP❑SITED S❑ILS, OR ROCK FOR C❑NSTRUCTI❑N OF ALL WORK UNDER THIS CONTRACT, \ r �, I +U p Z � Z
2, STRIPPING AND ST❑CKPILING OF T❑PS❑IL: STRIP ALL T❑PS❑IL TO ITS ENTIRE DEPTH IN THE AREAS TO BE GRADED AND PILE IN APPROVED OR °o =1 Z 1- on correct direction of orientation for
DESIGNATED AREAS BEFORE ANY GRADING OR FILLING IS BEGUN, S❑IL SHALL BE FREE FROM CLAY, LARGE STONES AND DEBRIS, THIS T❑PS❑IL CAN BE USED / \°� — — — — I -1-
geogrid to obtain proper strength. 0- w
FOR FINAL FINISH GRADING, n.� m / L w Q z
3, EXCAVATI❑N FOR STRUCTURES: CONFORM TO ELEVATI❑NS AND DIMENSI❑NS SHOWN WITHIN A TOLERANCE OF PLUS OR MINUS 0,10', \\ 14 �1 / H/2 O
4, REMOVAL OF UNSATISFACT❑RY S❑IL MATERIALS: EXCAVATE EXISTING FILL MATERIAL AND UNSATISFACT❑RY NATURAL S❑IL MATERIALS ENCOUNTERED THAT \ 6 I N / — to _j O
EXTEND BELOW REQUIRED ELEVATI❑NS TO DEPTH DIRECTED BY THE GE❑TECHNICAL ENGINEER, LATERAL DIMENSI❑NS, DEPTH AND VOLUME SHALL BE � I `j
0
DETERMINED BY GE❑TECHNICAL ENGINEER, PAYMENT SHALL HOT BE MADE FOR MATERIALS REMOVED IF THE GE❑TECHNICAL ENGINEER IS NOT PRESENT AT 0 \� — — — — o / Geogrid Installation on Curves
THE TIME OF REMOVAL o
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S, ROCK EXCAVATI❑N: WHERE EXPL❑SIVES ARE USED, WORK SHALL BE DONE BY EXPERIENCED P❑WDERMEN USING SMALL CHARGES IN STRICT ACCORDANCE \ \ / /
WITH ALL REGULATI❑NS G❑VERNING THIS WORK, BLASTING WILL NOT BE PERMITTED WITH❑UT SPECIAL AUTH❑RIZATI❑N OF THE OWNER, THE ENGINEER, AND
LOCAL AUTH❑RITIES, THE CONTRACTOR SHALL BE RESP❑NSIBLE FOR ANY DAMAGE OR INJURY TO ANY PERSONS, PROPERTY, OR STRUCTURES AS A RESULT OF / \\ I \ ' (2) - 4" Cap Units or 4" Cap Unit
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HIS BLASTING ❑PERATI❑NS, PAYMENT WILL BE MADE FOR ROCK EXCAVATI❑N IN AN AMOUNT PER CUBIC YARD INDICATED ON THE BID FORM, "'�� \ / \ I /
B, PR❑❑FR❑LLING; F❑LL❑WING THE STRIPPING AND NECESSARY UNDERCUTTING, THE EXPOSED SUBGRADE SHALL BE PR❑❑FR❑LLED UNDER THE ❑BSERVATI❑N / I� �\ (1 ) - 8�� Cap Unit $" Diamond
OF THE GE❑TECHNICAL ENGINEER BEFORE NEW FILL IS PLACED OR AFTER CUTS ARE MADE TO EVALUATE THE SUBGRADE STABILITY, THE PR❑❑FR❑LLING \ — — — —I \
EVALUATI❑N SHALL BE PERFORMED USING A HEAVILY LOADED DUMP TRUCK OR SIMILAR PNEUMATIC-TIRED VEHICLE WITH A MINIMUM LOADED WEIGHT OF 25 /
TONS, THE GE❑TECHNICAL ENGINEER WILL PR❑VIDE REC❑MMENDATI❑NS FOR TREATMENT IF UNSTABLE S❑ILS ARE OBSERVED DURING THE PR❑❑FR❑LLING \ / 1 \ 9D
❑PERATI❑NS, Ln
7, SUBGRADE MAINTENANCE: WATER FROM STORM RUNOFF SHALL BE CONTROLLED DURING EARTHWORK AND C❑NSTRUCTI❑N ACTIVITIES BY INTERCEPTING AND
DRAINING THE RUNOFF AWAY FROM THE SITE TO PREVENT WATER FROM P❑NDING ON OR SATURATING THE S❑ILS WITHIN THE EXCAVATI❑NS OR ON FINAL \ / I \ z Q
GRADES, I Ripl�ap I I O w Z
8, FILL MATERIAL: THE GENERAL CONTRACTOR SHALL FURNISH ALL FILL REQUIRED TO BRING THE GRADES TO LEVEL AS SHOWN ON THE DRAWINGS, FILL I I—I I—I I—I I—III O
MATERIAL SHALL BE COMPACTED BY AN APPROVED METHOD TO THE REQUIREMENTS LISTED IN NOTE 6, IN NO CASE SHALL FILL C❑NTAIN TRASH, DEM❑LITI❑N I I I ________ - I11=111=111=1I1=1I1=1 H Q
DEBRIS, ❑VERSIZED MATERIAL (>3 ), OR ❑RGANIC MATERIAL OF ANY KIND, IN ADDITI❑N, HIGH PLASTICITY SILT AND CLAY (PLASTICITY INDEX>30) SHALL —III—III—III—III—III—III—III- I I—I_ III—III—III—III—III
ONLY BE USED AS COMMON FILL, NO FILL SHALL BE PLACED UNTIL THE S❑IL HAS BEEN CHECKED BY A LABORATORY AND APPROVED BY THE GE❑TECHNICAL III—III—III—III_
ENGINEER, THE M❑ISTURE IN THE S❑IL SHALL NOT VARY MORE THAN 3% ABOVE OR 3% BELOW THE ❑PTIMUM WHEN IT IS BEING INSTALLED IN THE FILL, \\ �\ i I I M 11=1 I I 1 I I 1 1-1 1, ,I I, ,I 1=,,I 1 1 1 1, I'- —III—I i I—"' LLI z tU
— —
9, INSTALLATI❑N OF FILL: ALL FILL SHALL BE FORMED OF APPROVED MATERIAL PLACED IN SUCCESSIVE LAYERS OF NOT MORE THAN 8, IN DEPTH, EACH w
SUCCESSIVE LAYER SHALL BE THOROUGHLY COMPACTED WITH APPROVED MECHANICAL TAMPERS TO THE REQUIRED DENSITY AND TESTED AND APPROVED BY �� �� z
THE GE❑TECHNICAL ENGINEER PRI❑R TO PLACEMENT OF THE NEXT LAYER, ALL FILL SHALL BE AT ❑PTIMUM M❑ISTURE CONTENT WHEN COMPACTED AS \ \ / 6" Crushed Rock or 8 or 16 � Q
FOLLOWS IN ACCORDANCE WITH ASTM D6981 i / Q
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10, OR AS DIRECTED BY GE❑TECHNICAL ENGINEER / \ \\ 13475 73' I / Unreinforced Concrete Step
STRUCTURE TOP 12' 100% / 5�8�49'p711
W I / N
REMAINDER 95% �� \ I J/ Leveling Pad Ote. w
COMMON ALL DEPTH 92% \ I i Elevation o
1. Secure all cap units with concrete o
DRIVES & TOP 24' 98% / — _ — — i I Not to Scale adhesive.
PARKING REMAINDER 95% Note. d
THE OWNER SHALL FURNISH AND PAY FOR ALL FILL TESTING, �
SITE DATA 1 . The leveling pad is to be constructed of
ROCK DEFINITI❑N ' Sheet No:
crushed stone or 2000 psi ± unreinforced
WE SUGGEST THAT 'ROCK' BE DEFINED AS THE F❑LL❑WING: PIN: 4744-74-0895
A, GENERAL EXCAVATION: 2439-431
ANY MATERIAL WHICH CANNOT BE EXCAVATED WITH A SINGLE-T❑❑TH RIPPER DRAWN BY A CRAWLER TRACTOR HAVING A DEED REF: Concrete. NOTES: OWNER/DEVELOPER
DRAW BAR PULL RATED AS NOT LESS THAN 65,000 POUNDS (CATERPILLAR D8K OR EQUIVALENT) OR EXCAVATED BY A FRONT-END LOADER WITH A MINIMUM STATESVILLE TOWNSHIP PROPERTY IS LOCATED IN THE CITY OF STATESVILLE ZONING DISTRICT. MATTHEW 25 MINISTRIES
BUCKET BREAKOUT FORCE OF 30,000 POUNDS (CATERPILLAR 973 OR EQUIVALENT), IREDELL COUNTY, NC PROPERTY ZONING:R-10 106 FERBIA LANE
B, TRENCH EXCAVATION: FLOOD CERTIFICATION: TOTAL ACREAGE: 1 .778 ACRES 8"ABC HARMONY, NC28634
ANY MATERIAL WHICH CANNOT BE EXCAVATED WITH A BACI<H❑E HAVING A BUCKET CURLING FORCE RATED AT NOT LESS THAN 42,000 POUNDS By graphic plotting only,this property is not within a flood hazard area of the flood insurance rate map, PROPOSED USE: 36,923 SF:OkFM19G LOT
(CATERPILLAR 325BL OR EQUIVALENT), community panel no. 3710474400J effective date MARCH 18,2008,as prepared by the U.S. 77,429.59 S.F.
NOTE: LIGHT DUTY ASPHALT: 0 30 60 90
IF THE CONTRACTOR ELECTS TO USE EQUIPMENT WITH POWER RATINGS THAT EXCEED THE MINIMUM POWER RATINGS DESCRIBED IN THE SPECIFICATI❑N, department of housing and urban development federal insurance administration. Exact designation can only APPROXIMATE COMPLETION - MARCH 2O17
THEN ROCK WILL BE DEFINED BASED ON THE ACTUAL EQUIPMENT USED OR BY THE GE❑TECHNICAL REPORT OR ENGINEER be determined by an elevation certificate. 1 ACRES DISTRUBE AREA
33,77774 SF, 0.890 ACRES
IMPROVED LIGHT POLES TO BE LITHONIA LIGHTING KAD LED 60C MVOLT OR
EQUIVALENT.