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Item 9A PlansPage is too large to OCR. Page is too large to OCR. Tree Conservation Plan NO C „ m RpW o i Proposed building site plan with the PROVIDE 12" RCP s DRAI F O z CAm CULVERT OR NO CULVERT q, • • • • • • oQ tree canopy areas. WITH VALLEY DRIVEWAY I ' • _ a - N • . • • • • • • 1 L • a fl m Analysis done by: p y GA a V Scott Geer ` • '" ry 6q•q = LL IOING t ' . . . • . - . • - - . - • • - ISA Board Certified Master Arborist TX-354OB 6EGNRITv GAT e2 e a = m O o 19 • • • • • • • • Z Y m 0 o ry PPOPO � V O 0 � m 6/28/2019 NEW 6' 0' HT. b / .H.F WROUGHT IRON / L . 7 FENCE H. :g 'a INE E. D OAD 10 F. THROOP SMVEY. WC y/ T NO. 1511 635 0/ 1 . CRES ,4Y.•.0.o dIVA , ,0 w Q ll - - - O Q aa C4+s i W O w a.• EW sHTOIRON W L F CE W � y Z f p ¢ 0 Q BO_ 0• F m ,Ye f nnaL SETBACK LIN QING_ t6 - - ,TLA1710 L Z NEW 6' -0- HT. u' V el. Q W (y� WRC"T 1RON m FENCE — 40^0'— R YAflO-9UCI�4G—SET LIE — -- ( r O LAWN / 1 VIALg O N Tn 0 LANOSCNP I I m o TP 638. 7 i TP 636. 5 { TP 639. 7 TP 637. 5 ' 4 F y i yl ft a i TP 637. 7 TP 639. 8 " 639 NEW 6' 0- HT. WROUGHT IRON $ O FENCE . • • tiy'`,... o. FF 639.25 4" m o f fj It FP 679.25 TP 639. 5 A ID 637.6 ',.. ---- F S R - m TP 639.9 1 TP fi38. 8 r�2¢19 I iP 639. T 1 6]= 2 � I TP 639. 3 TP 639.8 TP 639.0 TP 637.5 '.. m FG 639. 1 ` TP 639. 9 c"1uo�TUMINER $ — i W. m ^ C00L Afl P.wLLwaxxx ` rvi o OEG6 TP 639. 5 s °W wc.No. .T(IT e- 'P`-^ 6 ,,, OrnT.cr tl` i TP 639. 3 ti 8ry ` n t p 9 3' TP 639. ] ( �0 b'6h TP 636. 5 d `d 3 iP639.6 •" y'0•O m m #204� 1 I s�B 63bi 63] 677 m #204-2at P 639. 3 TP 639.2 , TH i LL01 nta jVL® �I� AND YOG lxm 1 , V OR TaT NG AWN / L NOSLAPI I , — -- _ - - --48' - _REAR ART BUI ING SET K LINE -- ° - - — — ORT. A HE 6' 0- T. __ o W ON ,ver...lJ ' ,,. V ` TO SHEET FENCE . y i s ...-----ea] N ._.. _ _A232066 GRADING PLAN dgn 62620191112W HM Page is too large to OCR. i -ocr ac m JCfla ¢ N W Ld z CO W 6 qR7 e<E o oqo NO CULVERT REQUIRED LEGEND r� z X "RCO D ( HIGH POINT OF w PROVIDE 12 RCP u Do DRAINAGE AREA ) O z EXISTING ELEVATION CONTOUR _ N ri o I`CULVERT OR NO CULVERT s g (L, u WITH VALLEY DRIVEWAY 1 ' b'` 1 sue° NE WALK ll� 00 c 26, `66 a cc a •�� •� 0, .,F CATV O _ PROPOSED ELEVATION CONTOUR J z = LOT 9 •�, ., F.THROOP NO.7511 ADDITION ti '�,,`• 4j69. ISER CAB.A,SL.4393-P.R.TC.T. 64 .` 1 (n cc I IDING gl •• , _ SECURITY GAT FLOW DIRECTION (n ¢ OD FLOW�2 ••�•'�, SCALE 1" - 30' w o Q oi�0" •`, Z z N Z X _ .. EG 745. 0 EXISTING GRADE ELEVATION 0 15 30 60 SN ® J o ¢ > rya0 / 9 �� PROP W. NFw X FG 746. 0 FINISHED GRADE ELEVATION i � OD o U-1 OD II �h / �'F I�OING1 j RO,W x TP 746. 0 TOP OF PAVEMENT ELEVATION o z 17'PINE IL o ° 2471N X TW 746. 0 TOP OF WALL ELEVATION >u N Q/ rrs.o� 00 fo <v0/ SURV INE x BW 746. 0 BOTTOM OF WALL ELEVATION NEW 6' -0" HT. ti/ H.p C 0. 1511 WROUGHT IRON �`�/ L X TI 746. 0 TOP OF INLET ELEVATION FENCE fo 10+pE �� 12"86 INE to H. �� •'gym" XC TC 746. 0 TOP OF CURB ELEVATION 0 E. D OAD IIW GT 745. 5 GUTTER ELEVATION ro O F. THROOP SURVEY. INEo ' !�o LUF 34 �/ 12�1A qT N0. 1511izo i lcN 635 F.TNROOP NO.t971 ADDITION / 1 . A DOC.NO.D212214780 RC / ®`m ° ° ° CRES N:o -P. .T .T. � lisp S . L Q1 .0. LLJ ` � 87052 . (D PROTECT TREE U Q . 14'W.Op i 1o�a •..�tmRF ID s. 3o•E L1J Cr W ' _ o= o= 00 RW 6HT IRON C� > W Z W c F CE W Q a Q j m Q 12'B� ° ( TRACK ° 13'HACK FRONT YARD B LDING ti� IME. Z = < SETBACK LIN I 13"RhCK. WS.L, i NEW 6' -0' HT. w 14B.L Q W 0 WROUGHTFENCE IRON I (D I ° 15'B.L r O � - -40' -0'- R YARD BI %VG SET LI E - - I (n T j LAWN / @ - - © - 0 CV _J LANDSCAP m .L !!!IMPORTANT!!! © 20"CE CONTOURS REPRESENT FINISHED GRADES. ALL 1 I QWlCK 102B.L. PAVING SHALL BE EXCAVATED TO SUBGRADE PER j I 140B.L iTYPICAL PAVING SECTIONS (SEE DETAILS). IRS 1 - , /29RF N 89°49'0/9" W (131.45') 4 - HI CRITICAL !!! 1 8-H.C. i TP 638. 7 6�p� i y` ` 1 ( i , LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE 1° TP 638.5 -� 11 I AND ARE BASED ON PUBLIC RECORDS. THE CONTRACTOR j I { IS COMPLETELY RESPONSIBLE FOR LOCATING ALL EXISTING 1 I �`/ I 1 UTILITIES, BOTH HORIZONTALLY AND VERTICALLY, BEFORE TP 639.7 THE COMMENCEMENT OF ANY CONSTRUCTION. TP 637. 5 fps CALLED 0.65 ACRES B3 "►j 1` PAUL WAGNER ; I i w - FINAL GRADING NOTEFOP DOC.NO. D205141692 Fxq�` Z R O.P.R.TC.T. FINISHED `s 11 TOPOFPAVI SHOWN HEREON REPRESENT NG. TOP SODAND//ORLANDSCAPING, i *+� 1 ¢ ) TP 637.7 UNLESS NOTED OTHERWISE. ••* EITH N. MIMIC. . / 1 m - NEW 6' -0' HT. /...:........... ............ w TP 639.8 0 639 I WROUGHT IRON UNDER NO CIRCUMSTANCES SHALL SOD OR 111 87384 ��00 FENCE LANDSCAPING NE PLACED ABOVE THE BRICK i ''•�IC O _� pi 1 ENSE•.:'i�'.. ui. z 4-C LEDGE. FINAL GRADE SHALL ENSURE POSITIVE FLOW AWAY FROM THE BUILDING AND OTHER a. FF 640.00 STRUCTURES. �! FP 639.25 TP 639. 5 GA GE TP 637.6 W! ~ I ��`� �i om TP 639. 9 TP 638. 8 6-24-19 m: } TP 639. 7 6'S9co: ^� zi o � ® TP 639. 3 TP 639. 8 TP 639. 0 -' I TP 637. 5 NOTE : 4 : 1 MAXIMUM SLOPES ! FG 639. 1 1 I 1- CALLED 1.02 ACRES N ¢ m TP 639. 9 I TRACTS N ,4w POOL AIR i / n PAUL WAGNER N N Y Y g ti Z T Nm i o DECK 'M DOC. NO.D205141696 Q TP 639. 5 6 a ! O.PR.TC.T. w o 1 ,.I to 3W 2 Y R2W i ��0 TP 636.5 TP 639. 7 ° o TP 639. 6 � co�'h � ;w �9 637 ICU ' GRADING NOTES : Diu n I i 63 637 I ! 1 TP 639. 3 / �m CALLED 0.5 ACRES m rRACT2 1 . CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES y r 1 I PAUL WAGNER i ` I DOC. NO.D205141696- INCLUDING LREMOVAL OF ANY EXISTING UTILITIES THAT MAY CONFLICT WITH 9 O.P.R.TC.T. 11'LO. ° CALLED 3. 97 ACRES I 2. THE TOP FOUR ( 4" ) INCHES OF TOP SOIL SHALL BE REMOVED FROM SITE AND FA OBWW o STOCKPILED FOR LANDSCAPE USE. ALL CUT OR FILL SLOPES TO BE 4H: lV OR DOC.NO D217284287 1VPE O. RTC.T. I FLATTER UNLESS OTHERWISE NOTED. 3. ALL SLOPES ARE TO BE RE-VEGETATED AS SOON AS POSSIBLE WITH PLANTING AWN / L NDSCAPI APPROPRIATE TO THE SITE. 4. DRAINAGE DESIGN IS TO EMPHASIZE REDUCTION OF EROSION AND RUNOFF 1 AND MINIMAL DISRUPTION TO ADJACENT PROPERTY. 0 -- --- - --40' REAR ARD BUI ING SET K LINE -- e•C.EQJ 5. ALL EXCAVATION AND FILL PROCEDURES SHALL BE PER GEOTECHNICAL REPORT. o -- -- --- ---- --- -- w 6. DRAINAGE SHALL NOT BE DIRECTED TOWARD THE BUILDING PAD. PROVIDE A NE 6' 0' T. i MINIMUM OF 1 % SLOPE AROUND BUILDING PAD. i W OUGHT I ON 18•E FENCE Lh10 7. CONTRACTOR SHALL PROVIDE SUFFICIENT MEASURES (SILT FENCE, ETC. ) TO SHEET j PREVENT EROSION OR THE TRANSPORT OF SEDIMENT DOWNSTREAM ( SEE 20'CED 161C I 0•CED GARS EROSION CONTROL PLAN ) . C1 . 01 �T POUND _N 89°42'32"•W 294.4T - - \232-056 GRADING PLAN.dgn 6/24/2019 11:12:04 AM