00-0020-004 ISSUANCE FOR ],
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10' 1ti• 286.83' S 0A 0' 20" W 13.0'
14.80' �/� yy
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r-- ----------------------------------------- ------ REY11 �1 � '
r 12.3' 13.10' 13.90' 82.00 14.9 ' T4:9--I \
^ I RETAINING WALL. (SEE DETAIL) 12"x20" CONC. FOOTING 13.9 14s' �- -------- \
^^ I ALL AROUND THE RETAINING 1 a� REV3 ►Q4
^^^ ^ ^ I WALL. (ELEVATION VARIES
^w i DEPENDING OF FIELD CONDITION) 14'2°' 14.65 I ' tom'`
n I 13.90' 1 y
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14.5 "
13.6 N w
c� I 13.2' 1 AFFIX SEAL HERE
^ zl I 15.28' 15.28, i J
I 15.20' I M•"'I
1 14.35' �yb 14.45
36'_3" 1 W
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15'-4" - 13.60' GATE
VALVE 1 DRAIN FIELD I I �
M I I, 8-6" 15.35' I 571 SF I I �' I"'4
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1 o SUPPLY 14.45
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WATER i I 1 � �I- �
I METER I I 1 u> Q 3 Q
I ,• . 13.60' --- 1" WATER .. HB
1 " C.O. .45 SUPPLY GA 1/2" L------- I N ►"M
0 1 13.60' 14.0' FROM WATER VALVE I t
N I 4" C.O. // METER 15.0' I � V 3 •
1 1210' 12.6. W-4" 7'- ". 13.85' "- TO I 1" WATER I o0 0 0 a H
I TO SEPTIC SUPPLY I xj r4
I 13.1 ' SEPTIC OM WATER - 30'-0" cn
40.69.
TANK YSTTEM 13.8' METER
TANK
• SYSTEM
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DRIVEWAY WALKWAY. O
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.. WALKWAY : I I . I I I I I I N 1 1 5
DRIVEWAY N I SEPTIC I N I DRAIN FIELD I I SEPTIC I I DRAIN FIELD I WALKWAY•. N . 1 N W • • v1 _s,` `•
TANK 1 1 571 SF yph I TANK I I 571 SF 1
SYSTEM I 12.6' 1 I SYSTEM I 13 I 13.8' • •
1 (1050 GL ) I I 1 g' 1 (1050 GL ) 1 .70 Z W
1210' ,�� L__J L------------J L--J L------••------J 13.2' 1465' 7 --
WATER WATER WATER
12.60' 65.0' METER ME�R METER ,/
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13. 13.0' 13.65, 8�.nn� 13.9 ° 13.9' 13.9' 14.35 99.00' --� 14.85' U /'1
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13.0' 13.45' 13.9' 14.65' 14.80 Z W •• E"I n
'4 12.6' r
I 12.1'
PRIVATE ROAD
InY
6'-0" WOOD FENCE
W .......... Cn^
286.60' S 0A 00' 20" W 12.7' 122'
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SITE PLAN SCALE: 31
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IMPERVIOUS AREAS
I PROPERTY LINE PARCEL A ZONED RT-6
I TOTAL NET LOT AREA 9,108 S.F. FRONT SB 25'-0"
1 /5 IN 3000 PSI CONCRETE B.co FILLED CELL PROVIDE CLEANOUT j B TOTAL BUILDING COVERAGE 3,177.94 S.F. (34.91%) REAR SB 25'-0" MOK�
o AT BOTTOM TO ENSURE
SIDE SB (INT.) 0'-0" • 2 "-)
CD cu PROPER FILL FILLED CELL AT ALL ,
cu cu OPENINGS,, ALL CORNERS AND MAX I FINISHED GRADE `° PARCEL B SIDE SB j STREET 25'-0"
SPACING INDICATED ON PLANS ' " '
1 INTERIOR 15 -0 o . �:.;
I �1 TOTAL NET LOT AREA 7,544 S.F. SW 67 TH AVE
_ ALL SPLICES SHALL BE
A MIN. OF 30" I TOTAL BUILDING COVERAGE 3,231.43 S.F. (37.06%)
cn
o ; 1-1/1?" C
m III GAUGE LADDER TYPE HORV. REINF f
EVERY OTHER COURSE S.F.B.C. 2707.1(F) 1 5 REBAR C� 12 O.C. FLOOD ELEVATION: 9.00
8" CMU # j PARCEL C ZONE: X W .M
M +� /e.r Q
f � eefA0 � 4, TOTAL NET LOT AREA 9,005.1 S.F. �
Cl �o"u �D',� p,c. n TOTAL BUILDING COVERAGE 3,17185 S.F. (34.65%)
kou-10 ��) �O I
CD
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µO24" I , ' SQUARE FOOT CALCULATION •
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MODEL A MODEL B MODEL C
�j�, ' ,�{ W
w N /�' f'" FIRST FLOOR LIVING AREA: 2,187.0 SQ. FT. FIRST FLOOR LIVING AREA: 2,308.55 SQ. FT. FIRST FLOOR LIVING AREA: 2,158.99 SQ. FT. ° 11
• a
Op0 A�'' I 1 COVERED ENTRY : 126.74 SO. FT. COVERED ENTRY : 90.91 SQ. FT, COVERED ENTRY : 68.65 SQ. FT. V,
i ° L o 12 X20 CONC. FTG. W/ 2 # GARAGE: 363.20 SO. FT. GARAGE: 351.97 SO. FT. G RAGE TERRACE: 376.0 52.00 SQ. Fl
THEE .127 FT. OF N.W. LESS N .50 FT.
w a ill o� 5 CONT. ADD TRANSVERSE '� SECT. 25 TWP 5450 RANGE 40E
� = / I NOTE: SEE ENGINEERING TOTAL BUILDING AREA : 2,676.94 SQ. FT. TOTAL BUILDING AREA : 2,751.43 SQ. TOTAL BUILDING AREA : 2,655 SO. FT.
= o BARS #4 EVERY 12 O.C. I '
(TYP) I CALCULATIONS PREPARED POOL & DECK : POOL & DECK : P60L & DECK
� � -DETAIL - 1
CD Y I BY WALKWAY' 136.0 SQ. FT. WALKWAY: 80.0 SO. FT. WALKWAY: 130.0 SQ. FT. SW 67 TH AVE
LEO LLANOS P.E.
cr n DRIVEWAY' 365.0 SQ. FT. DRIVEWAY: 400.0 SQ. FT. DRIVEWAY: 386.0 SQ. FT.
J TOTAL COVERED AREA : 3,177.94 SO. FT. TOTAL COVERED AREA : 3,231.43 SO. FT. TOTAL COVERED AREA : 3,171.85 SQ. FT. LOCATION SKETCH N.TS
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CONCRETE RETAINING WALL
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