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00-0046-002 c) -ISSUANCE FOR c) 0 ❑BIDDING SET ONLY ❑CONSTRUCTION SET ONLY ❑BUILDING PERMIT SET ONLY ' _ _ 286.83' S 0� 0' 20" W 13.0' 14.80' -129e'---------------------------- -I--- ----- -- �---;- ----------------------------------------- T4. � REV2 42/14/00.,•'"•,��..# I------- 3.10,---------------------------- ------------i3-so'T-- 99 08--------------- a • 1 12.3 I 13.90 12 x20 CONC. FOOTING 82.00 14s 14s' -4 •,. G, RETAINING WALL. SEE DETAIL I ALL AROUND THE RETAINING I j 1 I ( I REVS •4 "," WALL. (ELEVATION VARIES o DEPENDING OF FIELD CONDITION) 11TS0, 14'20' 14.65' R ° I i -cp i 14.5' 11 ',• m I 13.6b' N I I I 4. •. ••�.to 04 I I I 1 ' F •4♦. a•• a AFFIX SEAL HERE 1 13.2' 1 15.28' zl LM ® 1 y 1 15.28' 1 9 - 15.20' I I ; WII I I ® 14.45' a I 15.35' I I I N a 1 1 k go 1 c' u- I I I I z 0 I ¢� I 1 0 z z I 1 MODEL "A" 1 10 I I o � w II W cv ° ° ' I MODEL B 4" C.O. 4' 1 sY�s M I z ° > - » » I I - TO I (1050 GLS) I c� 1 • 1 I ° uj z MODEL C ' I SEPTIC O w O F.F.E=14.95 I F. E=15.85' TANK 1 L) 1 W , 1 SYSTEM 1 I I 1 °c�1 ¢ JO 13:6 'ATE 1 15.35' ¢ ---.-. -------- ---- - = F.F. .10' ALVE 1/2■ 1 I� I I I 14.80'1 ~ I 15'-4" _ 13.60' 3.60•I I VE Lo I I m I I 1 2 Hd XT.7W I I DRAIN FIELD I 1 ( I I I I � H 1 15.35' I 571 SF rn 1 1 s' 4" I 1 I I 66 1 I c TO EXP. WALL cn 1 1 N s ' 1" WATER I I I I I�`' 25 H z ^�^ 1 � su PLY I I I I Q z � O w 13.60' s 01 1 --- R 1 " C.O. .45 1/2" HB 1 13.60' I 14A' 4" 1" WATER I GA 1 I N N I I I 1/ SUPPLY I VALVE 15.0' 1 � W TO 12.10' 0 C.O. 12.6' I 17'_ "; .. 13.85' 1L SEPTIC IMEIERWAR "PPLR 9q!-4" - I i O 5 • • T~� 1 40.69'. 13.1-0 SEPTIC , • � �.. . • • TANK + I c!> � Z !�1 V 1 --I TANK I �� SYSTEM _ I Efot`1E WATER 1 '_0. ____ __- 10'-0" 1 0 M L-' r-S ,M r' DRAIN FIELD I r---I 1----------- I 13.8' 1 I • • f...l = 1 I 571 $ + I cO °o DRIVEWAY O o F I I I + I I I WALKWAY I I DRIVEWAY WALKWAY. I I 1 I i I DRIVEWAY N N 1 SEPTIC I I 1 I �" 1 SEPTIC 1 I DRAIN FIELD N I 1 WALKWAY•. N I N W • • v1 • • 1 I TANK 1 1 �y TANK 571 SF 1 I !1 I SYSTEM 1 12.6' I , I 1h I SYSTEM I I I , I I hl I 1 I (1050 GL ) i i 1 8 I i (1050 GL ) i 13.70' i 113.8- W I � 12.10' 1ti•°° �--� �---------� � I � - I � I • �� � L---1 L----------J 13.8' I ... • ' �' • . - � I � A A 1 14.85' I WATER I WATER' I WATER _ I I 12.60' 65.0' METER I , METER 113 METER , .11 I L---------------- --------12$2----------- -F 3.0'--------- ------13.65'---82_x---------- 13.75' - 13. - ---- 13.9'- 13.9' 14.35' 99.00 _�� I r 1 1 - -L4.6�---- ----------- -114.85' V V O 0 o Lq CN In I ° W M o . . 1 I I I 1 (� . . U 12.6' i 13.0' 13.45' I 13.9' 14.65' 14.80' I a I 12.1' PRIVATE ROAD 1 1 a I � o � A rr� A ►-� F•�-i I 1 I 1 I I I I cc ao I 1 - t--, 1 I 6'-0" WOOD FENCE L------------------------------------------------------------------------- --------------------------------------------- - --------------------------------------------------- ------------J M M 286.60' S 0� 00' 20" W 12'r ,22' SITE P L A T �1 SCALE: 3 � � ° o / (n z oo O xA IMPERVIOUS AREAS PROPERTY LINE PARCEL A ZONED RT-6 A FRONT SB 25'-0" N 1 /5 IN 3ooD PS! CONCRETE I TOTAL NET LOT AREA 9,108 S.F. F +C) FILLED CELL PROVIDE CLEANOUT 1 8" REAR SB 25 -0 TOTAL BUILDING COVERAGE 3177.94 S.F. (34.91%) SIDE SB (INT.) 0 -0 • AT BOTTOM TO ENSURE 1 ° , LID PROPER FILL FILLED CELL AT ALL Lo OPENINGS, AT ALL CORNERS AND MAX. 1 ' " _� CIO 4- SPACING INDICATED aN PLANS 1 FINISHED GRADE PARCEL B SIDE SB STREET 25 -0 CD I I INTERIOR 15'-0" sw s7 TH AVE • m ALL SPLICES SHALL BE I TOTAL NET LOT AREA 7,544 S.F. Z N A MIN. OF W I TOTAL BUILDING COVERAGE 3,231.43 S.F. (37.06%) i--i #9 GAUGE LADDER TYPE HORIZ. REINF. 1-1/2" CU kR I FLOOD ELEVATION: 9.00' Z c �t I EVERY OTHER COURSE S.F.B.C. 2707.1(F) 1#5 REBAR © 12" O.C. 1 ¢ PARCEL C ZONE: X W : 8" CMU o GA WALL j W TOTAL NET LOT AREA 9,005.1 S.F. � aoD LAYER 1 TOTAL BUILDING COVERAGE 3,17185 S.F. (34.65%) O a -� �•xs•-,o/,d�F 1 J CU (60•MBE x OONI) W CL /4A 24 I SQUARE FOOT CALCULATION 00 cn N m DD�D�OD�0�0 I l I cn = MODEL A MODEL B MODEL C Wo 1 o 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. C 9 �000�0��0 W L COVERED ENTRY : 126.74 SQ. FT. COVERED ENTRY : 90.91 SO. FT. COVERED ENTRY : 68.65 SO. FT. z . L 12"X20" CONC. FTG. W 2 1 '� # THE E .127 FT. OF N.W. LESS N".50 FT. `� 6 ° ° 5 CONT. ADD TRANSVERSE GARAGE: 363.20 SQ. FT. GARAGE: 351.97 SQ. FT. GARAGE/TERRACE: 376.0 52.00 SQ. F SECT. 25 TWP 5450 RANGE 40E. BARS #4 EVERY 12" O.C. I NOTE: SEE ENGINEERING TOTAL BUILDING AREA : 2,676.94 SO. FT. TOTAL BUILDING AREA : 2,751.43 SO. TOTAL BUILDING AREA : 2,655 SO. FT. ° u-' °' CALCULATIONS PREPARED F-1 w 3 D E T A I - (TYP) I BY POOL & DECK : POOL & DECK : POOL & DECK LEO LLANOS P.E. 80.0 SQ. FT. WALKWAY- 130.0 SQ. FT. ° � = I WALKWAY: 136.0 SQ. FT. WALKWAY: U = DRIVEWAY. 365.0 SO. FT. DRIVEWAY- 400.0 SO. FT. DRIVEWAY: 386.0 SO. FT. Y3 ez TOTAL COVERED AREA : 3,177.94 SQ. FT. TOTAL COVERED AREA : 3,231.43 SQ. FT. TOTAL COVERED AREA : 3,171.85 SQ. FT. LOCATION SKETCH N.T.S o ov-s o o Lin t LLJ 4-j CONCRETE RETAINING WALL °' c of - DETAIL Lum_ � o