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1. MUGHHROOM CA', COLOR TO MATCH WALL, A$ M>aA�t L A 111 D S C A P E
o _ b s BY WO BLOCK (SEE DETAIL A, SHEET C•N>� } �
, �, ` ARCHITECTURE
• •
E1 FWATI N s E t rWXlr CONIC. SPLIT -FACE eloac, oRco COLOR zoo. GROUT ��01
. r 3AG.�c A� BABA ci7uNRs�ummitg SITE P L A N N I NO
ILEIE= - - O 4 air- FOR DRAINAGE.
j10 III t Y ,
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a 4 � fm i & 24' HIGH MONUMIENT WALL ON � 10630 Town Center Dr., Suite 128
4 i i ; RADIUS PLAN FOR LOCAL. .
_� Rair�clio Cucarnorpll, GA 101730
7 T 9 484-2800
T 4r 4. #4 REBAR HORIZ. AT IOCATiOiNII WIOWM. X (SOLI) 484-2EM
-- _-- - - ----_ ....... ----_-
LEGEND- - , r- -, 1 I �'' !ii 04 REBAR HORIL PONTiHN10Us(- 2 PACK Richard Krumwiada
- - J ` : • 1 1 2 3 4 CA Lie. �4 AZ Lk. it fI!5115 W UL # 4N
1. iXAXti SPLR FACE CAP. T
- - - �- - - - - -' 1. POURED CONCRETE MOW STRIP WiTH FiNE BRUSH FINISH. Hk 04 REBAN+ VERT. 0 24` O.C. {TV4
fi 3 t #3 CONiTiNU0l1KR SET ! i fry t 12X6X12 SPLIT FACE BLOCK, EXTERIOR SIDE ONLY, COLOR TO 8 2 7 1 1'-0' T. FINISH ORAOE. A
PLAN W"MATCH ADJACENT WALL. GROUT ALL CELLS SOLID.
LEGEND
& it vium lE (TYM a i NK NEW EGFR. HOOPS, TOP, MIDDLE, i BOTT(ok 4 l ASPHALTIC EMULSION WATERPROOFIi k 2 CCI LEGEND.
NOTES: 4. FIIMBN GRADE. ? 1. ti' HIGH RAISED PLANTER WALL PER DETAIL D, SHEET Ci. 9E PLAN FOR LAYOUT. l► p S CAP
1. iX4X14 9PLR FACE CAP. 3 2 4. NM NEW VERTICAL, OHNE I N 00IMIOI. 9. MAIM M40M2E LETTERS, *0A TINES' FONT, OCRiMiiO
INTO MONUMENT WALL W/BRASS SCREWS, SIZE AS REQUM t MONUMENT WALL AND RASED PLANTER WALL PER DETAIL D, SHEET C4 SEE �� . yjumw
- WALL TO BE PROTO ii l 16% COMPACTS SHD;IIRROE. & FINISH GRADE. � BY MANUFACTURER. RAISE LETTERS 2' FROM WAIL WHiii p� FOR LAYOUT y � y
2. 6XSX16 7 & G SPLiT FACE BLOCK, EXTERIOR TECHNIQUE_ (ENGINEERING CALC! L
BY - y' y: '
SIDE ONLY �j � .:� irr� :- � BRASS SPACERS, SIZE AND LOCATION A9 REQUIRED. a� �
PROVIDED Ni 1rX1rX4r DEEP CONCRETE FOOTNNL - • s,
SE DETAIL E, SWEET C{ 3 RAISED BRONZE LETTER$ 1 S• HIGH, '� FONT, SCREWED ii�1T�b WALL. SIZE, SPACING, AND W �
3. FINISH GRADE. OCK OR \ Is. CONTINUOUS CONCRETE FOOrTMIa M
PLACEMENT
ASAMPLE TO LANDSCAPS SHOWN. CONTRACTOR FOLITER ES LETTERS WALL AS SHOWN. CONTRACTOR 3
WALLS TO BE oRco BL ca �
NOTE: AT 7. Nli'!� COMPACTED sueoRADE. \\�%� TMP. ;� Ni• 1/V
4. PROPOSED CONCRETE FOOTING PER INSTAtt CON"M JOMR 0 for O.C. MAX MACI IS ALIO Ail M >• "Tvp.
STRUCTURAL ENGINEERS REPORT. RE OF CURB RETURNS. NI ADJACENT SPLIT FACE BLOCK WALL PER DETAIL A, SHEET C -i. 11. Ili% COMPACTED SUG43PADL 4. FINISH GRADE. *'
CENTER BLASTER MMii HALT CELL lEiUl3
FOOTING INTO PILASTER FOO�TIKii, DOWELI1t 04 REIM HOWL 0 2Ir O.C. �
S. ALIGN
Ali iPARALLEL
t��E� 9. #4 HORIZONTAL NEW • W O.C. TiE INTO ADJACENT r W+AL�L. 6 12 �0�=►
�F CA��
S. #! f40A1tOtITl1l !!E•AA. TIE INTO AD�NT tAtAll FQ071M1.
-3'SQ. WALL. >UiONU>VfENT WALL ELEVATION
RCTO II SPLIT FACE BLOCK WALL., CONCRETE MOWSTRIP PILASTER
SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. �: N.T.S. SCALE: N.T.S.
r �C5
VVJL
1 1 r
Low
1 4 2 3 7 O
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Cn
1 4 3cmiw
Co Lo
i
• ..:. ..v L.EUM: ' 0
...........
:....
.:: : • - ::.: ` : • - : 1. MEDIUM BROOM r-2% ;
_ .
.. _ - . •, - • - e Z FINISH NAT. COLOR
CONCRETE, RUN Co
tNl' : PERPENDICULAR 70 '
fi • EDGE OF CONC./PATH
OF TAA1l �: u _ • �--
I 2. DEEP SCORE •
1 2 4 � � � •
JOINTS; SEE CONST.
900RE JOHN PUN FOR LAYOUT. L - T - - - - - � � ■6-0 +••
LEGEND:
PER CIViL ENGNNEER'i lTT+IEET LEGEND: 3. EDGE OF PAVIN®. --- - - -- --------------------------------
1.
- - - - S f
i. ASPHALT PNIVMIG OR CURB AND GUTTER FINISH SURFACE �T� !
MAPROVEMENT PIANS. 1. CONCRETE PAVING.
a- -----------------
I
- a■ ra G �-
t Ir WIDE X 1Y DEEP CONCRETE BIND, COLOR AND FINISH AS PER PLAN. E
PROVIDE U7' RADIUS AT ED(NN. t 1N` TOOLED RADNN. PA A. MEDIUM BRON FNM WA EEF s 3 Lt�eIEHHs' 0= �<.i
t CONCRETE PAVING, THICKNESS Flit !K l 0111 S i�T jr 11 kt M >L WATERPROOF SEALANT, COLOR TO MATCH MNL SCA )A F .101M 1. Collcfl 'fE ctft P!R oft EMS 9111SET lI1A�
LEGEND FOR COLOR AND FINISH. SUBMIT �� SAMPLES PRIOR � MNSTALLATROM.
4. NOT UlEI3. LEGEND:
4 AT MIDPOINT OF BAND 2 PLACES. TIE TO REBANR FROM PAVMIO. NaT1F1: t CONCRETE BED WIDER CtliillB, r THICK MNBI.
#5 REIM NOTE: CONTRACTOR SHALL POUR AND FINISH A rffr SQUARE SAMPLE OF EACH 1. &MX14 SPLIT FACE CAP.
t COMPACTED SUB -GRADE PER !DISH REPORT. TYPE OF FINISH FOR APPROVAL BY OWNER'S REPRESENTATIVE OR LAND. ARCH. t 4XiXM T i 0 SPLIT FACE BLOCK, EXTERIOR ' WALL TO BE PROTO II CONSTRUCTION ,. WASHED GRANITE COBBLE, r BED I DIAMETER, FLATTEST SIDES CONCRETE. UP.
!i. CbMrACTiID lUOGRADE PER TOIL � REPORT. TECHNIQUE (ENGINEERING CADS SET COBBLES INTO CONCRETE BED IMMEDIATELY AFTER POURING CONCRETE
i. COMPACTED BUBQRAIDE MATERIAL, MATORK THEE AND RBCHBIBBS POR SOIL 1111 r H 1 910E ONLY. PROVIDED BY MANUFACTUAER�.
4. MORTIS JOINTS - WOTN VMUOB (1Aw TO r MFlDE MAXI L= -
REPORT.
3. FINISH GRADE (tt MAX SL •WALL! TO BE ORCO BLOCK COLOR 21S .
7. REBAR REINFORCEMENT, 912E AND PLACEMENT AS PER 9011 ENGINEER'S REPORT.
4. PROPOSED CONCRETE FOOTING PER S COMPACT69 Susan" - COiIMMGT T13 m
STRUCTURAL ENGINEERS REPORT. TO
FOOTING INTO PILASTER FOOTINGS. �
t ALIGN FACE OF WALL PARALLEL TO PROPERTY
LINE Am r IN m PROPERTY uw
- - - -FINISHPROTO ii SEMi-RETAINING WALL COBBLE PAVING
a NEWS
CONCRETE PAVING/BANDS CONCRETE JOINTS
CONCRETE
SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: 1" = 20'-C" SCALE: N.T.S.
s-0- s-cr Q
NOTE: TRIM 1A OF I"PIIOiDf i C/)
1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE OF ROOF TIE FRONDS TOGETHER A7 (2) -�
1 BALL WITH WATER FROM HOSE. DO NOT CRACK ROOT OF BALL PLACES FRONDS AND E TWINE
OHEART �' �` 1. TOP OF 1TAI�
LEGEND:
1. 'CINCH TIE' Al ~ACTUM lilt V.LT. 00. SHE PRIOR TO MOVEMENTIDELIVERY t MIAMI TRNIK
SPEC.'S. t PLACE FERTILIZER TABS IN PLANT OONTANIHI PRIOR T+0 PLJW'f� !�
2 OBSERVATION PURPOSES.
t r DNA. LoDOE POLE PLANE TREE STALL, (2) PEI1 •
TILE. TRIM CROWN rolR uN1FORMriY ' ' (j i. THEE TIE PER IPE�CIFICATiOiN
• • • • 1TJ z
• � 4. APPROVED TREE STAKE! l� PER
3 & TREE ROOST' BALL - SET r ABOVE F -#I BiI ORIADE. 3 BERM TO FORM o - - � - o- - o __ f;1 SPECIFICATIONS
4. C BERM TO FORM DEPRESSED WATERMKi SASK BASIN Z 0 2 S 1r WAIr DIA. SHED CRUSHED BASE W
i. PREPARED BACKFILL MSX PER 9PECI 4CATXM * o PALM TRUNK, SEE PLAN FOR ` w FULL LEN M OF PIPE VACATE W FROM
• TAiAT'R1NrA o - o--
6 3 l 3' BERM TIGHTLY COMPACTED IN PLA�OE
t ARBOR (iUAID (S TURF AREA! ONLY
3
� 7. PLANT PR TO BE TIME! THE WiD71N OF C BERM TO FORM 0� � O
TO FORM WATERING BASUN
ROOF BALL t r SHALLOWER THAN TME ROOT WATERING BAlM o - - n'yI -
•
v 1r TSPECIFICATIOHA 4
. t . NI UNDISTURBED NATIVE SOIL. S
!. TREE TRINM(. NI PLANT PIT TO SE (2j TME! THE WIDTH
r f • 11 OF THE ROOT BALL t r SHALLOWER
>L S THAN THE ROOT BALL PREPARE SOL
N 10. GALV. ROOFING NAL .. CONCRETE SANS ECIILt F011 BACKFNl AS PER SPEiSFRCAl101ls was
S 11. FERTILIZER TABLETS PER SPECIFICATIONS.
PER SPECIFICATIONS t NATIVE ION.
Fes! TA&JTB PER
�--
It CONTAINER ROOT BALL
NOTES:
SPi�IfiCAT101A b 11. ORIGINAL GRADE z
S T =
1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS -
1 AT EDGE OF ROOT BALL WITH WATER FROM HOSE; DO ON BACKFILL MIX PHIIH 1,00
CRACK ROOT BALL. '
I DO NOT USE ANY FERTiLiZERS OR PLANT TABS iN RiE
PLANTING HOLE EXCEPT AS INDICATED IN THE PLANTING 91 ECI _ 4' THICK LAYER OF 3i4' CRUIHED
00PRnIMILING Woo PUNT PiT TO BE (2) TIMES AGGRtEOATE LEGEND:
>i DIRECTION '�y� , , , , '
THE WIDTH OF THE ROO1 MITRE !O< 1. MA90N RY WALUWOOD FENCE .... RIOTi.
t r BELOW THE BOTTOM OF
MiE AOOIBALL t #10 GALVANIZED WINE, PULL TOff RlROUGH EYE SCREW, I WE I COWW I i CRIMP WIRE. A. STM TREE 11
Z � PREVAILING WIND.
10 3. Nb EYE SCREWS 116 TONAL. PER VMIEI. ATTACH TO WiALL BY I URTINIS Ela SpREMR/ WID
tMNI>!lS rurm NAS ROOTS�Lt CONTRACTOR TO WATER PALM 0 WITH MTAMBN 04 PLANT TOIMC TO REDUCE PUNT SHOCI �; B. PLACE TAM IN FILM
LEAD SHIELDS.
4. VILE PER PLANTING PLAN. REMOVE FROM NURSERY TRELLIS i ATTACH TO ESPALIER WIRE! CONTAINER PRIOR TO PLANTNIO FNM
WMURSERY TiES. PLANT PER S~ PLANTING DETAIL. � 6 OBSERVATION PURPOI
NI. r MUCK MULCH LAYER.
VINE PLANTINGMEMO TREE PLANTING -SLOPE-
SCALE:
TREE PLANTING SHRUB PLANTING PALM PLANTING.. �.
V=20'-0". SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S.
N.T.S.9/140. CHANGES PER FlAST
1 CITY PLAN CHECK
IIOR:
LEGEND:
PLAY VIEW
1. UNTANGLE MATTED BY LOOSENING ALL ROOTS AT
1 3 2
EDGE OF ROOT BALL WiTH WATER FROM HOE. DO 1. OAItRIIAL LIRE
NOT CRACK ROOT BALL. t PLANTROOTtiiil
t FILMS' OROIM-POMMEL" TAM IN PLANT CONTAIIiA
PRIOR TO PLANTING FOR OBSERVATION PURPOSIS. 3 BACKFILL MIX PER SPECIFICATIONS 2 3 `
1
4. r BERM TIGHTLY COMPACTED IN PLACE TO FOAM I l
WATERING sA9NIN 12'
` • I ; Ii2��T�.
I{ ' ONOW-POWER " PLAIR TM M - ___ �'�
RECOMMENDATION!
owPLANT PITTO WWI" 'IF
l BALL i t BELOiW TiiE BdR�OM Of iME ROOT WL
1 s 4
\ s
7. NATIVE sols � -- -
W
kI � ■
2 3 4 LEGEND. ISOMETRIC SECTIOR +
4
1. DEEP ROOT CORPORATION LINEAR STYLE ROOT ,
BARRIER. SEE PLANTING PLAN FOR MODEL#. L,ML
LEGEND: PLACE BARRIER IN TRENCH WITH THE VERTICAL
RIBS N IN A
EQUAL i. RBOMM STRAIGHFACING
FASHION. USE RARD THE ED"' PE EWE A! c� OF run I ANA, CA�� ® s
A GUIDE AND BACKFILL AGAINST THE BARRIERS
1 2 t SH EDDED MULCH (MEDIUM GRIND) DO NOT USE MRK CHIPS. TO PROVIDE A CLEAN FIT. TOP OF BARRIER TO np
& FINISH GRADE EXTEND 1R• ABOVE FINISH GRADE. � 08/20/99
t TREE TRUNK LOCATION WITH CANOPY DAI �' �` SUMMR HEIGHTS �'�
LEGEND: 4. SHOVEL CUT DEV IE EDt3E ADJACENT M PAVBtl4. IN AT MATURITY. �
1. LUX OF CURB OR EDGE OF PAI ,, LML TRACT. #E15830 15840 DA� �
L SIN HIOM ON PUNTM PUN FOR MHULC H o!'nN. & CONCRETE sNDmax OR ISM WiALL � DE SKS= Bar
\ • - 0�3�AUN11Y FAC S DIS I RIC I
t PLANT LOCATION. 4 CONCRETE CUM. `\ • • Lm O�l20J'�!
• W. eY� � owo. I�,o:: A3 SHOWN
NOTEL NOrTEE t EXTEND ROOT BARRIER 1/2 THE WIDTH Of DATE
MATURE TREE DIAMETER PLUS 12 INCHES. .SAFCITY ENGNEER 1 T, DATE j B B,
ALL SMNJBS/OROUiID COVER TO SE PUNTED AT EQUAL IPACNI4 - MULCH UNDER TREE! ANO SIIRIiN, MIO BLEND PITO EDGES AT GROIIRD
• /ANGULAR) UNLESS OTHERWISE INDICATE ON PLANS: � LEGDRO COVER MEM, t GROLMIO LOCKS. ,
Fp
El
OR SPACING REQUIREMENTS. T. sa�QLWL i 1 ' T - 95W7-3
.ROOT BARRIER
Cm5
MULCH DEEP
SHRUB PLANTING SLOPE SHRUB- AND GROUNDCOVER
SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S.*7
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