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Item 6C - PlansPage is too large to OCR. Page is too large to OCR. Page is too large to OCR. FFE REVISIONS GRADING NOTES: LEGEND: # REVISION DATE \6 � 6" EXPOSED 1. THIS GRADING PLAN IS DESIGNED TO PROVIDE POSITIVE - --- PROPERTY LINE FOUNDATION MIN 5% SLOPE DRAINAGE AWAY FROM THE STRUCTURES IN ALL - - -1020- EX. CONTOURS �+ AWAY FROM DIRECTIONS. THE CONTRACTOR SHALL FIELD VERIFY PROP. CONTOURS LOT 36 j'j/ / FOUNDATION AND MAKE ELEVATION CHANGES AS NECESSARY TO _ - _ EASEMENT \� I 0' 20' 40' j // /j \j / FOR 5' ENSURE POSITIVE DRAINAGE OCCURS. BUILDING SETBACK U \ „ 2. ALL YARD DRAINS AND RETAINING WALLS ARE SHOWN VALLEY 0 ( SCALE: l = 20' ` i APPROXIMATE ONLY. FINAL LOCATIONS, HEIGHTS, p PR OPOSED V O FOUNDATION ELEVATIONS AND OUTFALLS SHALL BE SET AND PROPOSED U Q x v (NORTH 2O9.72') CONFIRMED BY THE LANDSCAPE PLAN PREPARED BY A STRUCTURE uS N N N 00'44'53" W 109.48' N 00`44'53" W 100.00' GRADING ADJACENT TO STRUCTURE DETAIL LANDSCAPE ARCHITECT. Z w M n n 2 Z FLOW ARROW J .. 2 2 3. CONTRACTOR MAY PROVIDE MINOR ADJUSTMENTS TO O Of Q 5 o \ - - - - °-° - - NOT TO SCALE - SF SILT FENCE U It o :n \ GRADE IN THE FIELD AS TO MATCH FLOW ARROWS d 0 co \� 5', E D - - - MAINTAINING SLOPES AS FOLLOWS: TW TOP OF WALL J m U) W •v ^ \ 6'� 8 X 125' - CK J - METAL SHED -- �D BW BOTTOM OF WALL W P , fV U� ao 00o Q \ MIN. MAX. BC BACK OF CURB Z cV Lu MIN. PREFERRED MAX. PREFERRED FC FACE OF CURB W N r \ \\ \ I LAWN 2.0% 4.0% 4H: 1 V 5H: 1 V FL FLOW LINE O U N ASPHALT 1.0% 2.0% 10% 7.8% _ \ SILT FENCE (MIN. HEIGHT STEEL FENCE POST ° ° FG FINISH GRADE I 24" ABOVE EXIST. GROUND CONCRETE 0.5% 0.75% 10% 7.8% EG EX. GRADE \ 6 A 615 I ) <<< MAX. 6' SPACING, MIN. SIDEWALK 0% 1.0% 5% 2% \612 - \ \ c c <<< f EMBEDMENT = 1' HP HIGHPOINT I 40' 9L _ -- -- 40 BL 614 \ ` x - -- -� - 613.9 FL COMPACTED EARTH OR <<c<<< << c<<<< DBL DROP BRICK LEDGE ROCK BACKFILL <<<<<< WIRE MESH BACKING SUPPORT m / -a \ << << <<<c I RETAINING WALL l DDDDDDD <<< <<< << 4x4-W1.4xW1.4 MINIMUM II I l ��0000001 i q `Q ` ALLOWABLE, TYP. CHAIN LINK z I • / m 61 _ \ I r c <<` FENCE FABRIC IS ACCEPTABLE DRAINAGE AREA MAP I / 613.00 FG <<< j �I �l/�/ // �y// SCALE: 1" = 30' /� ---- - ' I_� I ml 14.50 Tol I l D- �t FtoW 7I1�� l1 J z 614.50 FGi D D-� I i - --- ------ 14.50 FG ii �i 11 rii��ii3O� Q. \ I I \ `- --- J- - ----- '. II n;�.1 /Ti�l". \vim• I Q i \ i TRENCH FABRIC TOE-IN LOT 36 Di D D«a0 I �,, - 6» co m i ° ° a e ` 614.50 F co N� O L..L.. N I I \ ° (NORTH 2O9.72') 1.1.. z y I ( ` i ° a I 616.50 TW ISOMETRIC 'PLAN VIEW N 00'44'53" W 109.48' N 00'44'53" W 100.00' r 1'� LOT 37 I LC T 26 D ° 1 ° a °° I i I 14.50 FG 616.50 BW ------------ I TF - -- _ _ SILT FENCE �- - - -�-- - F- S \I D \\ �,\�a _ 4 �-\ al°, J .. I- __ - _ J 616.50 -TW NOT TO SCALE D 8' X 725' D °\ L1° FFE <I 614.30 BW s� METAL SHED_-\ Q / �P °- a \ J --1- -- - 615.00 614.85 BC �\ \\ � \ Lu N I \ 614.35 FC F I J? IDD/ / _ _I I� I a, a ^C) 614.3 FL \ \st \ n I \ r DL1_ °° 00 D) i I owl m °m . >1 SEE FLUME EDGE / j - - sis - - - xr- 1 . N PROTECTION / N I II ( ( \ I I W a °i I a . a n (SEE DETAIL) SILT FENCE GENERAL NOTES: / �TTTr0� 77%%T�JJ oI � I I l N 1. STEEL POSTS WHICH SUPPORT THE SILT FENCE SHALL BE I ✓ j tL - 0 a ° I I ( 614.50 FG a, INSTALLED ON A SLIGHT ANGLE TOWARD THE ANTICIPATED --- to 0 \ \ - 613 ° - - - \ I ' I \ I W 614.00 FG LOT 2 RUNOFF SOURCE: POST MUST BE EMBEDDED A MINIMUM OF / - ___- __ it sia - I - -� --- ----- Q \ \ - 5' °i ° \° ^ ONE FOOT. ✓ ( r - \ BL I rn a 2. THE TOE OF THE SILT FENCE SHALL BE TRENCHED IN WITH ✓ /' - U) co 612,6 I w A SPADE OR MECHANICAL TRENCHER, SO THAT THE DOWN o I \ 67614.50°F °° SLOPE FACE OF THE TRENCH IS FLAT AND PERPENDICULAR I lfr0 I ��� Q 612 -r - - - - �0 0 0• 0) TO THE LINE OF FLOW. WHERE FENCE CANNOT BE c_i I I W V � l S 00051 '52" E I� '\ \�� \ y° N\ ^ <91 TRENCHED IN (e.g. PAVEMENT), WEIGHT FABRIC FLAP WITH 10.21 ' I D \ a ° I o0 ROCK ON UPHILL SIDE TO PREVENT FLOW FROM SEEPING LOT 37 3 \I LOT 26 !° " - A W Lo j� 5' \I UNDER FENCE. _ _ \ ° 611 6. II _ e z 613.50 TW BC 3. THE TRENCH MUST BE A MINIMUM OF 6 INCHES DEEP AND 6 eo j D LOT 2 z N N LL� x- c � a 613.00 WB FC FG \ °� _ - - - - 0.475 (LI Y \ �. D o INCHES WIDE TO ALLOW FOR THE SILT FENCE FABRIC TO BE `� I I / � 73 W Q'6 9 \ °� \'--4 5 20 °�► _ o DO 613 ma ° I LAID IN THE GROUND AND BACKFILLED WITH COMPACTED ^ D T J o \ \ \ R_3 ' 1p ' I 613 A 4. SILT FENCE SHOULD BE SECURELY FASTENED TO EACH �'I I r1 °I = O y H H� X p4-Oh H H., OH OH.. OHU- 7-OH., ' OH � \ � ''�, -�" X - X uC i i I e STEEL SUPPORT POST OR TO WOVEN WIRE, WHICH IN TURN � I I �1 �syD SVJ S SbJo SVJ S pt I IS ATTACHED TO THE STEEL FENCE POST. THERE SHALL BE Q A 3 FOOT OVERLAP, SECURELY FASTENED WHERE ENDS OF I - I , 0 Q / \ I ,� 1 � FABRIC MEET. . I � et �6 a ° '°, i a' ..° x' ( , 06 - r - 5. INSPECTION SHALL BE MADE EVERY TWO WEEKS AND AFTER I stJ 'L y N / BREEZE WAY \ ` X Xc:�" EACH 1/2" RAINFALL. REPAIR OR REPLACEMENT SHALL BE ,a X S 00'51'52' E a, - -�- \ MADE PROMPTLY AS NEEDED. ROW 1� 6J2 10.21' �� (ASPHALT) 6/O \ DEDICATION ��� Chi a 6. SILT FENCE SHALL BE REMOVED WHEN THE SITE IS INSTALL CONC. /Q� St3 COMPLETELY STABILIZED SO AS NOT TO BLOCK OR IMPEDE HEADER (SEE DETAIL) \38 0' STORM FLOW OR DRAINAGE. 609- L=43. � 1 � \ 5 QI o o\ I 7. ACCUMULATED SILT SHALL BE REMOVED WHEN IT REACHES A \ RH 3 x 10 aHu ow o i off s TBM 60d NAIL SET 6// Q DEPTH OF HALF THE HEIGHT OF THE FENCE. THE SILT 611 .13 j P SHALL BE DISPOSED OF AT AN APPROVED SITE AND IN SVD SVU o SVD _ SUCH A MANNER AS TO NOT CONTRIBUTE TO ADDITIONAL \ - 10 _ _ 0 a� SILTATION. fill \ D X - � si°o MATCH EX. P � C.H., OH.. O..0 OH.r O OH., OH.. O ° - _ �610.70 FG ( ° 609 off' 6j0� DEDICA p ��43 2 • •Q OWO \ \ --_ \ TBM 60d NAIL SET � 63850 0' '. � 0 � 3,��FZ INSTALL CONC. o =611.13 W z��� \ �\ HEADER (SEE DETAIL) \ ,6Jo t W c LDX-E ¢\\\�y ,, ■ Z o C9 LOT \ \ / v \ - R "W OHU OH H.. ON�� OH OH z �� D MATCH EX. IT IS STRONGLY RECOMMEDED THAT ALL �� _ ' (gSA�Z�,� \ ` 0TR "noNw _ - 610 - _ - 610.0 FG RETAINING WALLS OVER 18 HAVE A \ �<TJ qy s - \ FENCE PLACED ALONG THE TOP FOR Z FALL PROTECTION IN ACCORDANCE WITH ` w TAS & ADA GUILDLINES. LOT I \ 610_ _ LJ.1 o EDGE OF BITUMINOUS PVMT. RETAINING WALLS ARE SHOWN FOR HEIGHT AND LOCATION RETAINING WALL 24 PURPOSES ONLY. DRIVEWAY NEW HOT MIX SURFACE COURSE (MATCH EXIST. PAVEMENT) EXIST. ALL RETAINING WALL DESIGN 2'-0" 2'-0" IS BY OTHERS. TACK COAT BITUMINOUS FLOW FINISH FINISH PAVEMENT -dam GRADE GRADE ro ° 3"MAX. w /AjAV/A o p� TYP.) A m Z) FLUME // / , s....:............. .. B 2 TOP OF WALL (TW) / <r INSTALL CONC. FLU IAN NORFOLK y /�� /T �,�. REBAR #3 18" C. 2 BACK OF CURB BC \ \ \ \ \ + FLOW LINE /��� 93556 3 w ( ) IN BOTH DIRECTIO S i��nFPF isTER `m O) 4» 6» AL E�G� 3 0 FACE OF CURB (FC) FLUME SECTION ��� e'e00AL -Ijo FLUME EDGE PROTECTION 40" / / / / DRIVEWAY NOT TO SCALE NOT TO SCALE yt ISSUE DATE: THICKENED EDGE y\T `/� OCT. 01, �020 NOTES BY SYMBOL: DRAWN: CHECKED: RETAINING ONS [AN O 4" CONC. 0 3,500 psi WITH #4 BARS 18" O.C. BOTH WAYS WALL �� / FLOOD PLAIN NOTE: NOTE: BEFORE YOU DIG CALL: PROJECT NO. /��/� "/� /�/ ACCORDING TO THE INFORMATION SHOWN ON THE NATIONAL FLOOD CLLOCATION OF GALL EXISTING IUTTIL TRIES PRIORTITO L 1-800-245 4545 CV20-0127 O4" FLEX BASE, TYPE A, GR-1 INSURANCE PROGRAM (NFIP) -FLOOD INSURANCE RATE MAP" (FIRM), BEGINNING ANY CONSTRUCTION/EXCAVATION AND COMMUNITY PANEL NO. 48439C0095K, REVISED 09/25/2009, NO PORTION NOTIFY THE ENGINEER OF ANY DISCREPANCIES SHEET NUMBER OF THIS PROPERTY APPEARS TO LIE WITHIN THE "SPECIAL FLOOD HAZARD SCARIFY TO 6" DEPTH & RECOMPACT TO 95% PROCTOR tcD +1 AREA" EXISTING UTILITIES SHOWN ON THESE PLANS ARE O TO +4% OPTIMUM DENSITY CURBED DRIVEWAY/WALL SECTION (SFHA) - AS DEFINED BY THE U.S. DEPARTMENT OF HOUSING AND BASED ON COMBINATION OF FIELD SURVEY & CITY ID C- 1120 URBAN DEVELOPMENT, FEDERAL INSURANCE ADMINISTRATION, OR THE RECORD DRAWINGS NOT TO SCALE FEDERAL EMERGENCY MANAGEMENT AGENCY.CONCRETE HEADER DETAIL NOT TO SCALE (RETAINING WALL BY OTHERS) TEXAS 811 TEXAS ONE CALL SYSTEM 1 OF "` 1 SOLI DEO GLORiq REVISIONS FFE GRADING NOTES: LEGEND: # REVISION DATE 6" EXPOSED 1. THIS GRADING PLAN IS DESIGNED TO PROVIDE POSITIVE - --- PROPERTY LINE FOUNDATION MIN 5% SLOPE DRAINAGE AWAY FROM THE STRUCTURES IN ALL - -1020- EX. CONTOURS AWAY FROM DIRECTIONS. THE CONTRACTOR SHALL FIELD VERIFY tnzo PROP. CONTOURS / FOUNDATION AND MAKE ELEVATION CHANGES AS NECESSARY TO '// / //// i FOR 5' ENSURE POSITIVE DRAINAGE OCCURS. EASEMENT BUILDING SETBACK U 2. ALL YARD DRAINS AND RETAINING WALLS ARE SHOWN VALLEY 0' 20' 40' PROPOSED \'\ APPROXIMATE ONLY. FINAL LOCATIONS, HEIGHTS, OF- x p FOUNDATION ELEVATIONS AND OUTFALLS SHALL BE SET AND PROPOSED U Q 1..- n CONFIRMED BY THE LANDSCAPE PLAN PREPARED BY A STRUCTURE uj CV SCALE: 1" = 20' 2 a) ch LANDSCAPE ARCHITECT. N W Q H 3 co GRADING ADJACENT TO STRUCTURE DETAIL z W - _c -7 3. CONTRACTOR MAY PROVIDE MINOR ADJUSTMENTS TO _ SF �LOTWFENCEOW OU W Q O 0 NOT TO SCALE GRADE IN THE FIELD AS TO MATCH FLOW ARROWS J 0 LLJ cn co MAINTAINING SLOPES AS FOLLOWS: FG FINISH GRADE Q M LOT 36 m00 z \y I MIN. MAX. EX. EXISTING E z ti LLj Q Y W I` N o 0 m I MIN. PREFERRED MAX. PREFERRED Hp HIGHPOINT W N U) 4H: 1V 5H: 1V DBL DROP BRICK LEDGE U_ co N LAWN O ASPHALT 1.0% 2.0% 10% 7.8% U (NORTH 2O9.72') CONCRETE 0.5% 0.75% 10% 7.8% _ N 0094453" W 109.48' N 00044'53" W 100.00' SIDEWALK O% 1.0% 5% 2% SILT FENCE (MIN. HEIGHT STEEL FENCE POST 2 -- ? 24" ABOVE EXIST. GROUND) <<< MAX. 6' SPACING, MIN. EMBEDMENT = 1' <5' E U <<<<<< << c< Z\ 67 ' 8' X 12.5'� COMPACTED EARTH OR < cc << < 'METAL SHEDI - ROCK BACKFILL c<<<<< << WIRE MESH BACKING SUPPORT Q cc`<<` 4x4-W1.4xW1.4 MINIMUM DRAINAGE AREA MAP .� \ <<<c``L��<< c` ALLOWABLE, TYP. CHAIN LINK SCALE: 1" = 30' 611.0 FG ( \ 613.3 FG ^ c<< FENCE FABRIC IS ACCEPTABLE �11 1 613.3 FG \ _� ' 67 675l lll�ll�llll lA 6„ MIN• 40, � 612 --- 40 BL - 614 \\ �� ll?�r;lll�lTl/l�llllhllll� �� ��1 C)k ui, ` �� - FLOW �� IyT�T 13.50 FG T %1 %� l��ll��n '_ m \ � � Sri l��!l� �llr��' _ -�.� �� r„,r TRENCH FABRIC TOE-IN LOT 36 /613.50 FG m i� 61A \ \ 6, pA1N• 4 O L.V l 11 (NORTH 2O9J2') 16 �' I -ji / / , - I II N 00'44'53" IN109.48' N 00'44'53" IN100.00' a - -- - I mi // ✓ 614� I �� ISOMETRIC PLAN VIEW i - F SF S SILT FENCE IMETAL�SHED> 0.5 FG ° FFE = 613.50 FG I r- 7/LLNor ro scA�ELOT 3 614.00 /614.00 FF I / ����J ' ' Y '/, o SILT FENCE GENERAL NOTES: N s, / °< s ^ co / I co 1. STEEL POSTS WHICH SUPPORT THE SILT FENCE SHALL BE -s� - �j �� 6DB3 00 FG I I ( I INSTALLED ON A SLIGHT ANGLE TOWARD THE ANTICIPATED spa x; - r ° 613.30 FG ° I /� 0 N I\\ �� ° I I � I RUNOFF SOURCE. POST MUST BE EMBEDDED A MINIMUM OF 1 ly p ° ° I I I ✓ / ONE FOOT. 613.50 FG- -°- ram - _� ___ ` , 2. THE TOE OF THE SILT FENCE SHALL BE TRENCHED IN WITH cl \ 614.00 FF a - -4 613.50 Fd I I - J � � A SPADE OR MECHANICAL TRENCHER, SO THAT THE DOWN N `°; to ;I / 4 Q / SLOPE FACE OF THE TRENCH IS FLAT AND PERPENDICULAR _ _� I / ✓!� U) ----- Op °. J e TO THE LINE OF FLOW. WHERE FENCE CANNOT BE N -- -= +- -__ }• w N ) A �� I I ( TRENCHED IN (e.g. PAVEMENT), WEIGHT FABRIC FLAP WITH 614.00 FF 67 z I I I / ���11' ° - ROCK ON UPHILL SIDE 'TO PREVENT FLOW FROM SEEPING ao /�J» co Ld 613.00 FG 613.50 FG - �I (✓ UNDER FENCE. 'D 0.460 DBL �Y L I ✓ jrz 3. THE TRENCH MUST BE A MINIMUM OF 6 INCHES DEEP AND 6 N I f /i : ' I O C� w F- 00 I I '` I °� °m ' INCHES WIDE TO ALLOW FOR THE SILT FENCE FABRIC TO BE N "' i 1 I I I // //I {✓ /�' ai �a �° LAID IN THE GROUND AND BACKFILLED WITH COMPACTED LOT 37 \ p. _- _ _� _____Ja z W Y 613.50 FG ° N LOT MATERIAL s T\ ;: { W \ / 'I° ` ° i 4. SILT FENCE SHOULD BE SECURELY FASTENED TO EACH \ - - - LOT 25 �I° LOT 2 O J Ili I I \ � , 1\a STEEL SUPPORT POST OR TO WOVEN WIRE, WHICH IN TURN s 3 �1 \ 613 I I I IS ATTACHED TO THE STEEL FENCE POST. THERE SHALL BE ✓ /� o fn .-J m Ld 5' BL rn� I I a � A 3 FOOT OVERLAP, SECURELY FASTENED WHERE ENDS OF va°o , /' $ .I• N V �-- V 613.50 FG �\ N I I ��, �� I FABRIC MEET. �� %I C,4 0 6 \ a � oII q 5. INSPECTION SHALL BE MADE EVERY TWO WEEKS AND AFTER f Q \\I� �7 a612 ° 11 I ° ° ✓ /`IP o D EACH 1/2" RAINFALL. REPAIR OR REPLACEMENT SHALL BE o \ -I 11 �; E i Iw r O S 00051 'SZ" E I6 �� 1 Lr� ° MADE PROMPTLY AS NEEDED ITI a • `I 0 �° ° \ do I I ��� / ° I � 6. SILT FENCE SHALL BE 'REMOVED WHEN THE SITE IS s� 6 N I i �' / `/ 10.21 \ _ w I 00 CN I 1 3 B --- \ /1° COMPLETELY STABILIZED SO AS NOT TO BLOCK OR IMPEDE is fi o' 5' \ ° s�2 611 6 L _� �- - - -�� +- 1 Z STORM FLOW OR DRAINAGE. S 00-51.52" E =I I °I �1�111 • 75✓ 6, >> L �'_° �- _� 4 1 7. ACCUMULATED SILT SHALL BE REMOVED WHEN IT REACHES A 10,21' chi I --� %• �I °j O \ _ li DEPTH OF HALF THE HEIGHT OF THE FENCE. THE SILT s z \ \ R�3 1 ' - - 613 - _ - m J SHALL BE DISPOSED OF AT AN APPROVED SITE AND IN so L=43. ^ I �` 0 I 1 613 SUCH A MANNER AS TO NOT CONTRIBUTE TO ADDITIONAL 9' X OH U-Fyn-OHU OHU�OH.. OHUrOH.. 1 OH RH •bHa•�p I OHU O H., OH V SILTATION. r s X - v ' �� ° � � 9 � - SVD SVD z SV) \ rn 1 i Z t7 C3: xx S� SdD - 5 SbC SVS S rn \ _6 \ � J \ N / 1068 1� jD� �r �J�+ jj MATCH EX. I �06 8 B1�L�L'iZ�i WAY =610.1 FG \` L �� X '� � °- EDGE OF BITUMINOUS PVMT. 69 o o�ocA \ \ o s, s 1 MATCH EX. - - \ a X C. R�3843gp• �•. ` O LU � °�9 ASPHALT 67� 610.5 FG \ DEDICATION (�� Ci�� °672 SO ': zHm� 24 \ TBM 60d NAIL SET sr (ASPHALT) ° �L9 NEW HOT MIX SURFACE COURSE s INSTALL CONC. MATCH EXIST. PAVEMENT) EXIST. s 611.13 \ F LL1 HEADER (SEE DETAIL) 38J^ O' �° \ ( TACK COAT Z o z \ \ \ �' BITUMINOUS `2F,?W Jq,+� r 2 TBM 60d NAIL SET s/! ©) f I PAVEMENT _ - _ - _ - °Hu C„ OH HU OH �`(/ , OH H _ QN =611.13 (qsA Z� �� = f9 z CD Sz Lu 671 / 00 . 3 MAX. UJ o o \ --OHU- OHU ON.. OHU O H.. OH.. ON.. OH.. O ° I ° OH.,' a 2 TYP.) m ` LOT I N 3 L \ \� -610 \ \ 3 LOT 1 y / 40" \ - 6 1 0 _ - THICKENED EDGE NOTES BY SYMBOL: gyp.,.........„.� ,ai O4" CONC. ® 3,500 psi WITH #4 BARS 18" O.C. BOTH WAYS O 4" FLEX BASE, TYPE A, GR-1 i:•:•.•.....NOR .'s.:B 2 .......................... d IAN NORFOLK _93550 OSCARIFY TO 6" DEPTH & RECOMPACT TO 95% PROCTOR @ +1 ( Zv TO +4% OPTIMUM DENSITY ('j a,OSSiONAL EN=� CONCRETE HEADER DETAIL ISSUE DATE: NOT TO SCALE OCT. 01, 2020 DRAWN; I CHECKED: ONS [AN FLOOD PLAIN NOTE: NOTE: BEFORE YOU DIG CALL: PROJECT NO. CONTRACTOR TO VERIFY HORIZONTAL & VERTICAL ACCORDING TO THE INFORMATION SHOWN ON THE NATIONAL FLOOD LOCATION OF ALL EXISTING UTILITIES PRIOR TO 1-800-245 4545 CV20-0127 INSURANCE PROGRAM (NFIP) "FLOOD INSURANCE RATE MAP" (FIRM), BEGINNING ANY CONSTRUCTION/EXCAVATION AND COMMUNITY PANEL No. 48439COo95K, REVISED 09/25/2009, NO PORTION NOTIFY THE ENGINEER OF ANY DISCREPANCIES SHEET NUMBER OF THIS PROPERTY APPEARS TO LIE WITHIN THE "SPECIAL FLOOD HAZARD EXISTING UTILITIES SHOWN ON THESE PLANS ARE D AREA" (SFHA) - AS DEFINED BY THE U.S. DEPARTMENT OF HOUSING AND BASED ON COMBINATION OF FIELD SURVEY & CITY URBAN DEVELOPMENT, FEDERAL INSURANCE ADMINISTRATION, OR THE RECORD DRAWINGS 1 O FEDERAL EMERGENCY MANAGEMENT AGENCY. TEXAS 811 TEXAS ONE CALL SYSTEM SOLI Di OLORIA REVISIONS # REVISION DATE he Co [na FUC113 co c5i Dona he cc*,o 3�waiOZ D AN =wQcq� ' m�PUBLIC D PRIVATE IMPROVEMENTS O =P---J=) FOR "�� HCI SOUTHWEST W C TV OF COLLVW LLE v,rr^/'� TARRANTCUNTYo WO9 TEKA� O U - �� - „' ..... , ,,. k az. 's�+s t;.-x �t• i r L*" `•; �� y i^` ,..,_',t �, '` `� "�N y-� r > > 00 00 0 �/J '^ t5 �i- e r PROJECT/SHEET INDEX � ¢ rn - W ^tea �]� SHT # SHEET TITLE Vv 00 N t XX i C-0.0 COVER SHEET ■ ■ N O W W w x C- 1 .0 SITE PLAN ■ ■ W Y `�- - t^-,r t M x €" �' v'� s fx `� s ,,;. a,. �.F,x " -"` - a : s+J• 'L. 'j`-.^ C-2.0 UTILITY PLAN ■ ■ � z � J � � Z r xf ' C-3.0 SEWER PROFILE ■ ■ pl- ��� C-4.0 EROSION CONTROL PLAN ■ ■ C-5.0 1 ERASION. CONTROL DETAILSIz ■ ■ _ gz O xn Z Z lLM I� Wo�W Y� �xcn� VICINITY MAP O w Z��Z 1 „ — 1000' �j W I z Z F_0 oF-�- Lu oo�W OU_N LU ZN iz— `w Lul ..................... ..' IA N NORFOLK ��qT�RF93550�. CIA= :AL 6 ' ' NOVEMBER 2020 j ISSUE DATE: NOV 6, 2020 PROJECT NO. NOTE: V� BEFORE YOU DIG CALL: CV19-0046 FLOOD PLAIN NOTE: CONTRACTOR TO VERIFY HORIZONTAL & VERTICAL 1-800-245-4545 ACCORDING TO THE INFORMATION SHOWN ON THE NATIONAL FLOOD LOCATION OF ALL EXISTING UTILITIES PRIOR TO SHEET NUMBER INSURANCE PROGRAM (NFIP) "FLOOD INSURANCE RATE MAP- (FIRM), BEGINNING ANY CONSTRUCTION/EXCAVATION AND COMMUNITY PANEL NO. 4843900095K, REVISED SEPTEMBER 25, 2009, NO NOTIFY THE ENGINEER OF ANY DISCREPANCIES PORTION OF THIS PROPERTY APPEARS TO LIE WITHIN THE "SPECIAL FLOOD EXISTING UTILITIES SHOWN ON THESE PLANS ARE I' _ O O HAZARD AREA (SFHA) — AS DEFINED BY THE U.S. DEPARTMENT OF BASED ON COMBINATION OF FIELD SURVEY & CITY HOUSING AND URBAN DEVELOPMENT, FEDERAL INSURANCE ADMINISTRATION, RECORD DRAWINGS OR THE FEDERAL EMERGENCY MANAGEMENT AGENCY. TEXAS 811 TEXAS ONE CALL SYSTEM OF 6 SOLI DEO GLORIA i i REVISIONS LEGEND # REVISION DATE —__— PROPERTY LINE JHzr 1020— EX. CONTOURS x s s^ PROP. CONTOURS SaO s — FLOWLINE El f. EASEMENTSxz ,. -- -- BUILDING SETBACK r - PROP. PAVING M I' — VALLEY f W 940 S CARROLL AVE PROPOSED FIRST BAPTIST CHURCH SOUTHLAKE y, 2talma,l }M VJ��� f0 ZONED CS STRUCTURE W W w Ur O LOT � ;�� �w�OzZ0 FLOW ARROW , =W<U)Z) LOT 2, O.W. KNIGHT No 899 ADDITION W W rJ O w CAB. A, SLIDE 4042 / 3 Om SF SILT FENCE -'1-= P.R.T.C.T. o TW TOP OF WALL QOOr 2484 2485 N 89019'44" E 232.70' 2454 2451 BW BOTTOM OF WALL UN—Jz�O° FG FINISH GRADE " > 51 =tiJ� - 2 70t209.72) O 2455 �(20.16') 2' FL FLOW LINE .„ NOO r 0 5 0 2486 61 ..._a y 245� VICINITY MAP -' 0 3' Wf M 0 2456 0 2453 2452 NOT TO SCALE 2482 CONCR6o � rvz2483 RETA9N , _ d1 f ` 643J ©WAL4"f� �p o 2481 24 8 2457 ° T / � PAUL CUTLER 248D 25.6'' ' / / 2459 _ J 1200 SARAH PARK TRAIL A 2479 -� �— ZONED RPUD 0 { ' I > / Lu TREE SURVEY LOT 36, BLOCK 16 / ( M / o �' / o TIMARRON ADDITION WYNDSOR ]] TAG SIZE COMMON/SCIENTIFIC NAME TAG SIZE COMMON/SCIENTIFIC NAME CREEK, PHASE 2 15 2478 1I i !' / / W 0' 20' 40' (n JAPANESE BLACK PINE/PINUS 2469 23" POST OAK/QUERCUS STELLATA CAB. A, SLIDE 4042 f / 2499 14" THUNBERGII P.R.T.C.T. 2477 39 8 1.8 a o JAPANESE BLACK PINE/PINUS SUMARD OAK/QUERCUS � I 1 N I SCALE: 1 " = 20' 2470 is SHUMARDII 2476 1 STORY 2450 7.5" THUNBERGII JAPANESE BLACK PINE/PINUS SUMARD OAK/QUERCUS N FRAME /) / 2451 9.5" THUNBERGII 2471 17.5" SHUMARDII 0 O Nj 7- SUMARD OAK/QUERCUS _ CV _ _ R .91DF- I( ��. _ _ _ BRADFORDPEAR/PYRUS 2472 14" SHUMARDII r � 39.2' FF=614.53 w I / c> BENCHMARK: 2452 15.5 CDOAKQU SUMARD OAK/QUERCUS pM 0 247y 34.9' / Lo 60d NAIL SET z SUMARD OAK/QUERCUS 4��J if 2453 16" SHUMARDII 2473 17" SHUMARDII C14= d� .x 4 ' / /o ' I o ELEV = 611.13 O SWEETGUM/UQUIDAMBAR = ' � $ '�` 12.5 — 2454 15" LIVE OAK/QUERCUS VIRGINIANA 2474 12" STYRACIFULA RZ METAL I N G R ES C � O 50 g 2455 25.5" LIVE OAK/QUERCUS VIRGINIANA AMERICAN ELM/ULMUS Z°b SHED c 2475 17" AMERICANA B E REM D - 2456 9" MIMOSA/ALBIZIAJULLIBRISSIN 'c:) aS d / o N a CITY BENCHMARK: SUMARD OAK/QUERCUS z 246S2 to 2457 21" LIVE OAK/QUERCUS VIRGINIANA 2476 9" SHUMARDII 2471 AF' R RE— PTING CITY OF SOUTHLAKE GPS MONUMENT 46 02467 tY 0 5 ' " BEING A DISK SET FLUSH WITH THE BRADCALL PEAR/PYRUS COTTONWOOD/POPULOUS 2473 ,n = g GROUND. APPROXIMATLEY 220.0 EAST t4 Q Q X 2458 19' CALLERYANA 2477 18" DELTOIDES 0 I 1- w Q SUMARD OAK/QUERCUS O 2459 20" LOBLOLLY PINE/PINUS TAEDA 30.3' I v a ° OF THE S. CARROLL AVE. AND E. N �juj 2478 10° SHUMARDII — _ l t o 2468 I CONTINENTAL BLVD INTERSECTIONS AND 00 W F- 2460 23' LOBLOLLYPINE/PINUSTAEDA 2468 2479 21" LIVE OAK/QUERCUS VIRGINIANA 1000 BREEZE WAY00 2461 16" LOBLOLLYPINE/PINUSTAEDA SUMARD OAK/QUERCUS � \ / ZONED AG / O = � APPROXIMATLEY 20.0 NORTH OF THE NLLI 2462 zo" LOBLOLLYPINE/PINUSTAEDA zaao 13° SHUMARDII 470 / D ( ° EDGE OF E. CONTINENTAL BLVD. CITY OF W — TRACT ONE w SOUTHLAKE GPS MONUMENT 46 N O W < 2463 17" LOBLOLLY PINE/PINUS TAEDA 2481 16" LOBLOLLY PINE/PINUS TAEDA MICHAEL B. PARRA / I z Of J 0 2474 �, ELEVATION = 603.08' 2464 6" POST OAK/QUERCUSSTELLATA 2482 18" LOBLOLLYPINE/PINUSTAEDA � DOC. NO. D218187524/ IVE 2466 91, POST OAK/QUERCUS STELLATA 2484 120" L LOBLOLLYQ INE/PINUS TAEDAA `AH Vd N�NO 899vEY' / D•R•T•C.T• / 0 24 4 ° > — 0 N O = co�-- 0 o SUMARD OAK/QUERCUS 2485 15" LOBLOLLY PINE/PINUS TAEDA OBED ABSTRACT t� o W W O 2467 30" SHUMARDII 2486 17" LOBLOLLYPINE/PINUSTAEDA i / _ / (0 24 5 z U BALD CYPRESS/TAXODIUM 0 Se i ® VJ I ♦/ 2468 17" DISTICHIUM 2 ° 2469 t. O 5 j o 2466 _ S 00051'5 _ 0.21' ° I O POB — � °N;� ° (A 341 6a2� S 890 1 T2 w"EW 212.58' 6 5 _ °, x M Zmw uj Z omv Z N Z. G �o�Z 1 Z ow,6 = D o zoo�w W ( TRAIL �Z I TIM MCLARTY �/ ( N z a �W v N wo 4042 1201 SARAH PARK TRAIL ;. ZONED RPUD ( 0 ff15 00 LOT 37, BLOCK 16 TIMARRON ADDITION WYNDSOR I �( CREEK, PHASE 2 �o CAB. A, SLIDE 4042 D P.R.T.C.T. let .'..:.....................::.'.� �• IAN NORFOLK ISSUE DATE: NOV 6, 2020 PROJECT NO. NOTE: BEFORE YOU DIG CALL: CV19-0046 FLOOD PLAIN NOTE: CONTRACTOR TO VERIFY HORIZONTAL & VERTICAL 1-800-245-4545 ACCORDING TO THE INFORMATION SHOWN ON THE NATIONAL FLOOD LOCATION OF ALL EXISTING UTILITIES PRIOR TO SHEET NUMBER INSURANCE PROGRAM (NFIP) "FLOOD INSURANCE RATE MAP" (FIRM), BEGINNING ANY CONSTRUCTION/EXCAVATION AND COMMUNITY PANEL NO. 48439C0095K, REVISED SEPTEMBER 25, 2009, NO NOTIFY THE ENGINEER OF ANY DISCREPANCIES C - 1 . OPORTION OF THIS PROPERTY APPEARS TO LIE WITHIN THE "SPECIAL FLOOD EXISTING UTILITIES SHOWN ON THESE PLANS ARE I' HAZARD AREA (SFHA) - AS DEFINED BY THE U.S. DEPARTMENT OF BASED ON COMBINATION OF FIELD SURVEY & CITY HOUSING AND URBAN DEVELOPMENT, FEDERAL INSURANCE ADMINISTRATION, RECORD DRAWINGS OR THE FEDERAL EMERGENCY MANAGEMENT AGENCY. TEXAS 811 TEXAS ONE CALL SYSTEM 2 OF 6 SOU DEO GLORIA REVISIONS LEGEND # REVISION DATE ---- PROPERTY LINE 940 S CARROLL AVE / ozo EX. CONTOURS FIRST BAPTIST CHURCH SOUTHLAKE / / 102o PROP. CONTOURS ZONED CS FLOWLINE LOT 2 EASEMENT LOT 2,O.W.KNIGHT No 899 ADDITION CAB.A,SLIDE 4042 / - -- BUILDING SETBACK 2484 2465 N 89019'44" E 232.70' 2454 2451 = y / — N PROP. PAVING F_ T209.72) f (20.16•) ° 2449 VALLEY w 2486 6+ O 2455 J ° ° 245 PROPOSED }CV ° 2456 6 I 2453, 1i 2asz 9= / STRUCTURE W�tiF=- • •o I� / o � w ��' p 2°82 _ pl U M o� / �wu)OZco ° 2483 /I l ✓ / 13 ° I �.�y / FLOW ARROW =OfWU)Z).= o 2481 1 , \ / _ TW TOP OF WALL 0mi-=�� 246$ I I BW BOTTOM OF WALL tnJv)@),Z izz, 2457 ' FG FINISH GRADE VI­Jz—�c0 0' 30' 60' FL FLOW LINE _^-J=) PAUL CUTLER 2459 /I o / —GAS GAS LINE No0 1200 SARAH PARK TRAW ° 2479 / —UGT UNDERGROUND TELE. 1050 a 77� / S CARROLL AVE ZONED RPUD SCALE: 1 " = 30' } / ° I / �— OVERHEAD UTILITY � LOT 36,BLOCK 16 yy E WATER LINE ' ZONED RPUD GS EX. SEWER LINE TIMARRON ADDITION WYNDSOR 15 / W = CARROLL ISD NO. 5 CREEK,PHASE2 r, CAB.A,SLIDE 4042 � Y, O,} 2478 / \ BIOl 60d NAIL E ADDITION LOT 1, BLOCK 1 SS PROP. SEWER LINE P.R.T.C.T. �L�2477 � `�N � 2p76/ / I , Z= .13 P.R.T.C.T. - _ I I I W �� — — — — �--�— — � o � PRO OSED 1" / ° ' ' I on, ° 2a7 I WA ER SERVICE L° o i a , ° � _ 50 W z g I / / 2 1 " " MAT H LINE STA 2+00 U) z 41 2471 ( 2a z ' STA 7+69.45 LINE A i 2473 U 2467 ° Jr. I o INSTALL CITY STD 5' SSMH _ Oo z ° 6 0 IM = 611.30 coo — � — — — — g 0 _ �00 y � Q ® ' 2468 BREEZE WAY / 240 L 6" = 605.40 SERVICE IN z 247°_ / TRACT ONE o L 8" = 605.30 OUT ° ��, Q. O 2474 �i MICHAEL B.PARRA = I N I p -21"RCP=599.90 y" DOC.NO.D218187524 '�, ° / D.R.T.C.T. / } ° S 2444 OBEDIAHW.K�Np 899VEY, / / 4.s1 D ui ABST� - PROPOSED 8" SANITARY ® 469 / / 0 2a 5 •N° 12'1+50�/jSEWER LINE 1 ° 2466 s o0"51'Sozr v I EX. WATER SERVICE POB i 34. 1' ° O T VP` S 890 1 T2(WES )212.58' / MARK v 905 JENNYETTER ACE 1 ° IGA z ' D ZONED RPUD I O o (n LOT 41,BLOCK 16 \ TIMARRON ADDITION WYNDSOR 2 00 �ALLA WRIGHT CREEK,PHASE 2 Q CAB.A,SLIDE4D42 1215 CONTINENTAL BLVD P.R.T.C.T. :ZONED SF20B (n ',AIL D' I - - N (CBELtA CB WRIGHT ACRES) Q Q x I TIM MCLARTY > C.No. .WRIGH7o8 X 1201 SARAH PARK TRAIL ° Q D.R.T.C.T. W 2 ZONED RPUD ° too „ you � � � � W E- LOT 37,BLOCK 16 I PROPOSED 8 SANITARY STA 0+24.50 LINE "A" TIMARRON ADDITION WYNDSOR I / 1� * STA 1+33.54 LINE "A" IV j CREEK,PHASE /� SEWER LINE INSTALL CITY STD 5 SSMH W CAB.A,SLIDE 4042 D I 1 50 INSTALL CITY STD 5 SSMH 04 P.R.T.C.T. I ° /u� RIM 600.4Q (FIELD VERIFY) I�i — $ RIM = 600.40 (FIELD VERIFY) z W Q m ( FL 8 592.42 IN J FL 8 590.4T IN w = / 0 FL 10" = 590.30 OUT SS Ss " _ 592 _ CQ = I w J FL 8 .32 OUT o \ = I > 5+50 0 J cO D I a¢ _ — UGT UGT UGT H UGT UGT j ;U T- O I s cn mi J I STA 0+00 LINE "A" D� I \ w O a EAST CONTINENTAL BLVD. V EX. CITY STD 5' SSMH VARIABLE WIDTH PUBLIC R.O.W. In w Q > RIM = 599.05 1 I I �O ) FL 10� = 590.18 IN (N) ADAM BEDWELL I FL 10 = 589.98 OUT (W) 902 JENNY TERRACE I � O I � ZONED RPUD ° 0 00 f LOT 39,BLOCK 16 ° D I o TT TIMARRON ADDITION WYNDSOR CREEK,PHASE 2 I CAB.A,SLIDE 4042 �jl� Z TREE SURVEY F z z I/ _ I — w o ao W LNi ~ oom P.R.T.C.T. TAG SIZE COMMON/SCIENTIFIC NAME TAG SIZE COMMONJSCIENTIFICNRME �X�? T M"X"CUT SET JAPANESE BLACK PINE/PINUS I Z 605.31 2469 23" POST OAK/QUERCUSSTELLATA O / I 2499 14" THUNBERGII N SUMARD OAK/QUERCUS W a F / % I N �JJ S! 2450 7.5" THUNBERGII JAPANESE BLACK PINE/PINUS m . / = 2470 15 SHUMARDII LL F- ° !n o ' Q SUMARD OAK/QUERCUS r o U' � JAPANESE BLACK PINE/PINUS �„� Z Z o�� t�+50 2471 17.5" SHUMARDII / 2451 9.5" THUNBERGII SUMARD OAK/QUERCUS 0 z of / I 05 BRADFORD PEAR PYRUS o O^w / 2452 15.5" CALLERYA A 2472 14" SHUMARDII SUMARD OAK/QUERCUS i a BCD � " " SUMARD OAK/QUERCUS N O STA 4+08.41 LINE A 2453 16" SHUMARDII 2473 17" SHUMARDII w INSTALL CITY STD 5' SSMH SWEETGUM/LIQUIDAMBAR LLJ / I RIM = 604,80 2454 15 LIVE OAK/QUERCUS VIRGINIANA 2474 12" STYRACIFULA ° `t " 2455 25.5" LIVE OAK/QUERCUS VIRGINIANA AMERICAN ELM/ULMUS / \ ( FL 8" = 597.18 IN 2456 9" MIMOSA/ALBIZIAIULLIBRISSIN 2475 17" AMERICANA I 4� FL 8 = 597.08 OUT SUMARD OAK/QUERCUS / to 2457 21" LIVE OA m K/QUERCUS VIRGINIANA 2476 9" SHUMARDII / ° I I BRADFORD PEAR/PYRUS COTTONWOOD/POPULOUS yy 2458 19" CALLERYANA 2477 18" DELTOIDES / w N SUMARD OAK/QUERCUS 2459 20" LOBLOLLY PINE/PINUS TAEDA _ 2478 10" SHUMARDII / DARREN COLLINS g° 2460 1 23" LOBLOLLY PINE/PINUS TAEDA o 2479 21" LIVE OAK/QUERCUS VIRGINIANA / 904 JENNY TERRACE y V) I 2461 16" LOBLOLLYPINE/PINUSTAEDA SUMARD OAK/QUERCUS ZONED RPUD �� Cp 2480 13" SHUMARDII 0 LOT 40,BLOCK 16 ov 2462 20" LOBLOLLY PINE/PINUS TAEDA ....... •.••• F �1 TIMARRON ADDITION WYNDSOR o 2451 16" LOBLOLLY PINE/PINUS TAEDA '•rygs,B, JENNY TERRACE CREEK,PHASE 2 2463 17" LOBLOLLY PINE/PINUS TAEDA i t`�.• 50'R.O.W CAB.A,SLIDE 4042 I 50 2482 18" LOBLOLLY PINE/PINUS TAEDA i x ; ••t+�/ 2464 6' POST OAK/QUERCUS STELLATA /.................... ......:...8 CAB.A,SLIDE 4042 P.R.T.C.T: I S IAN NORF LK P.R.T.C.T. �I93550 T 2465 18" POST OAK/QUERCUS STELLATA 2483 15.5" LIVE OAK/QUERCUS VIRGINIANA �••••�•••••••••ORF •••••,.•••WX J ° 2454 20" LOBLOLLY PINE/PINUSTAEDA Z TF F�STE • ��� yy I 2466 9 POST OAK/QUERCUS STELLATA /,�o P IN I g SUMARDOAK/QUERCUS 2485 15" LOBLOLLY PINE/PINUS TAEDA ��j BB09S/ONAL /\ 2467 30" SHUMARDII 2486 17" LOBLOLLY PINE/PINUS TAEDA BALD CYPRESS/TAXODIUM ISSUE DATE: \ ° MAT H LINE STA 2+00 2468 17 DISTICHIUM °, / \ _ \ .•;+f1A s O 6, 2 20 PROJECT NOTE: BEFORE YOU DIG CALL: CV19-0 6 FLOOD PLAIN NOTE: CONTRACTOR TO VERIFY HORIZONTAL & VERTICAL 1-800-245-4545 LOCATION OF ALL EXISTING UTILITIES PRIOR TO SHEET NUMBER ACCORDING TO THE INFORMATION SHOWN ON THE NATIONAL FLOOD BEGINNING ANY CONSTRUCTION/EXCAVATION AND INSURANCE PROGRAM (NFIP) "FLOOD INSURANCE RATE MAP" (FIRM), NOTIFY THE ENGINEER OF ANY DISCREPANCIES COMMUNITY PANEL NO. 48439CO095K, REVISED SEPTEMBER 25, 2009, NO PORTION OF THIS PROPERTY APPEARS TO LIE WITHIN THE "SPECIAL FLOOD EXISTING UTILITIES SHOWN ON THESE PLANS ARE _ HAZARD AREA (SFHA) - AS DEFINED BY THE U.S. DEPARTMENT OF BASED ON COMBINATION OF FIELD SURVEY & CITY I� 21' , 0 HOUSING AND URBAN DEVELOPMENT, FEDERAL INSURANCE ADMINISTRATION, RECORD DRAWINGS v OR THE FEDERAL EMERGENCY MANAGEMENT AGENCY. 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NOTE: BEFORE YOU DIG CALL: CV19=0046 FLOOD PLAIN NOTE: CONTRACTOR TO VERIFY HORIZONTAL & VERTICAL 1-800-245-4545 LOCATION OF ALL EXISTING UTILITIES PRIOR TO SHEET NUMBER ACCORDING TO THE INFORMATION SHOWN ON THE NATIONAL FLOOD BEGINNING ANY CONSTRUCTION/EXCAVATION AND INSURANCE PROGRAM (NFIP) "FLOOD INSURANCE RATE MAP" (FIRM), NOTIFY THE ENGINEER OF ANY DISCREPANCIES COMMUNITY PANEL NO. 48439C0095K, REVISED SEPTEMBER 25, 2009, NO EXISTING UTILITIES SHOWN ON THESE PLANS ARE PORTION OF THIS PROPERTY APPEARS TO LIE WITHIN THE "SPECIAL FLOOD BASED ON COMBINATION N .FIELD SURVEY Sc �� c3m0 HAZARD AREA (SFHA) - AS DEFINED BY THE U.S. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT, FEDERAL INSURANCE ADMINISTRATION, RECORD DRAWINGS I OR THE FEDERAL EMERGENCY MANAGEMENT AGENCY: TEXAS 811 TEXAS ONE CALL SYSTEM 4 aF 6 SOLI DEO GLORIA E t E REVISIONS LEGEND # REVISION DATE P.R.T.C.T. --- PROPERTY LINE / — 940 S CARROLL AVE / o ozo— EX. CONTOURS FIRST BAPTIST CHURCH SOUTHLAKE PROP. CONTOURS FLOWLINE ZONED CS /\ — EASEMENT LOT CONSTRU TION E UENC I -- -- BUILDING SETBACK LOT 2,O.W.KNIGHT No 899 ADDITION / MAT H LINE STA 2+00 CAB.A,SLIDE 4042 \ PROP. PAVING P.R.T.C.T. o PHASE 1 - GRADING N 89°19'44" E 232.70' 2454 2451 PHASE 2 - UTILITY CONSTRUCTION VALLEY Lu za8a 2485 0(20.16') ° z 9 PHASE 3 - PAVING � � �_ _ _ - - PROPOSED F<C'4 (209.72) O 2455 ) o — �; 2a8s s\ 24sq / PHASE 4 - LANDSCAPE / SOIL STABILIZATION INSTALL ROCK CHECK DAM I STRUCTURE Wut•?�o 2456�6 2as3, 1 L 2450 �/o DISTURBED AREA: (TYPICAL) I �W�OZ� 2482 T`"'" ©I I ^ `l' o / � FLOW ARROW =of 613J 21"RCP=599.90 u- U>-ti2a83 � � W,o l� I TW TOP OF WALL O m3 7@ O 2481 \ / ° a 2ass I I FG FIN SH GRADE W BOTTOM OF ALL �r:51 � — 1,1+50 mr- Z)za57 INSTALL SILT FENCE OR SILT FL FLOW LINE =ti-_=SOXX PER STANDARD DETAILS I —GAS— GAS LINE N00 PAUL CUTLER 2459 �� /� ° / (TYPICAL) ' —UGT UNDERGROUND TELE E} 1200 SARAH PARK TRAI ° 2479 ° o —OHU— OVERHEAD UTILITY ZONED RPUD 1 / 1050ZONEDRRPUD AVE T N o W EX. WATER LINE LOT 36,BLOCK 16 / / N l o ss EX. SEWER LINE TIMARRON ADDITION WYNDSOR o CARROLL LSD NO. 5 I- CREEK,PHASE2 1s _ 1 W /ADDITION LOT 1, BLOCK 1 o IGA SS PROP. SEWER LINE CAB.A,SLIDE 4042 O 2478 ° SS P.R.T.C.T. � 2477 � � � TB10t60dNAIL E MARK HERRING I � ( � _ � SILT FENCE J Z=611A3 / 905 JENNY TERRACE 0 0 247s� / / / ZONED RPUD w a - N♦ ROCK CHECK DAM O O LOT 41,BLOCK 16 wit, TIMARRON ADDITION WYNDSOR 2 00 ALLA WRIGHToM o za7 CAB.A,suDE404212 5 CONTINENTAL BLVD P.R.T.C.T. *ZONED SF20B / t. O S50 (CALLED 0.801 ACRES)J �� US z q N TC.NO.D218204708 z O0 = 0' 30' 60' BELLA C.WRIGHT Z z 2471 I 24 2 ' I I ' I D.R.T.C.T. / 2473 5 2467 ' \ - j SCALE: 1 " = 30' 0/5 2468 A N I� 4-JJ100 ZOBREEZE NED AG 2O N J / I 1 � � En 2470_ TRACT ONE / ° SF SF SF O CO MICHAEL B.PARRA SS ro 2474 DOC.NO.D218187524 ° I GROUND STABILIZATION PLAN: to _„�ss D.R.T.C.T. p. o 5 2a�a n 7 e I 1. ALL DISTURBED AREA SHALL BE SOLID � `7KNIGHT S4.,r D BEpIA" �CTNO S9g / / SODDED WITH BERMUDA GRASS SOD OR, ALL v,• DISTURBED AREA SHALL BE HYDRO-MULCHED j o 24 5 WITH BERMUDA SEED AND FERTILIZER AND O! WATERED REGULARLY UNTIL A HEAVY STAND _ T UGT UGT UGT UGT UGT U LLz 2469 0 2466 I OF GRASS IS ESTABLISHED OVER AT LEAST (; SOD*51s 0.21' 80% OF THE DISTURBED AREA WITH NO BALD s to Ieek- �' POB 6� x SPOTS. EAST CONTINENTAL BLVD. o T VARIABLE WIDTH PUBLIC R.O.W. I z S 890 17'28"W)212.58' / I 1' EROSION CONTROL NOTES: 1. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH ALL LOCAL MUNICIPAL REGULATIONS. Q \ 2. EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO THE COMMENCEMENT OF ANY SITE WORK OR EARTHWORK OPERATIONS, MAINTENCE SCHEDULE: SHALL BE MAINTAINED DURING CONSTRUCTION, AND SHALL REMAIN IN PLACE UNTIL ALL SITE WORK IS COMPLETE AND GROUND COVER IS ESTABLISHED. Q Q SILT FENCE 3. STOCKPILES, IF ANY, SHALL BE SURROUNDED ON THEIR PERIMETERS WITH CONTROL SILTATION FENCES TO PREVENT AND CONTROL SILTATION AND N >< tAIL I TIM MCLARTY � EROSION REQUIRES A SEPERATE PERMIT. 1201 SARAH PARK TRAIL SILT FENCE SHOULD BE INSPECTED 4. TOPS OF STOCKPILES, IF ANY, SHALL BE COVERED IN SUCH A MANNER THAT STORM WATER DOES NOT INFILTRATE THE MATERIALS AND THEREBY � LL! f- LONE DLRP D o �' WEEKLY AND AFTER MAJOR RAINFALL RENDER THE SAME UNSUITABLE FOR FILL USE. 2 I EVENTS TO ENSURE THAT THE DEVICE IS TIMARRON ADDITION WYNDSOR ( 5. ALL DISTURBED OR EXPOSED AREAS SUBJECT TO EROSION SHALL BE STABILIZED WITH MULCH OR SEEDED FOR TEMPORARY VEGETATIVE COVER. NO LU / CREEK,PHASE2 �/�,�� FUNCTIONING PROPERLY. REMOVE AREA, SUBJECT TO EROSION SHALL BE LEFT DISTURBED AND UNSUITABLE FOR PERIODS LONGER THAN IS ABSOLUTELY NECESSARY TO CARRY OUT THAT N a W Y CAB.A,SLIDE 4042 y�*1 SEDIMENT FROM BEHIND FENCE WHEN P.R.T.C.T. THE DEPTH OF SEDIMENT HAS BUILT UP PORTION OF THE CONSTRUCTION WORK, OR 1 WEEK AFTER SOIL HAS BEEN DISTURBED, WHICHEVER IS LESS. Z � ¢ Oa w 6. EARTHWORK ACTIVITY ON THE SITE SHALL BE DONE IN A MANNER SUCH THAT RUNOFF IS DIRECTED TO TEMPORARY DRAINAGE SWALES AND J TO ONE-THIRD THE HEIGHT OF THE INSTALL SILT FENCE OR SILT I FENCE ABOVE GRADE. INSPECT THE BASE SEDIMENTATION BASINS. / w Q OF THE FENCE TO ENSURE NO GAPS 7. THE LOCATION OF TEMPORARY DRAINAGE SWALES AND SEDIMENTATION TRAPS ARE APPROXIMATE ONLY AND SHALL BE RELOCATED AS REQUIRED AS Q O SOXX PER STANDARD DETAILS = ( c� 13 HAVE DEVELOPED AND RE-TRENCH AS CONSTRUCTION PROGRESSES. (TYPICAL) ➢'I O NECESSARY. INSPECT FENCE POSTS TO 8. INLET PROTECTION SHALL BE PLACED AROUND ALL CATCH BASINS AND CURB INLETS AS REQUIRED DURING CONSTRUCTION. cn J cn - - - - - - _ 50 ENSURE THAT THEY ARE PROPERLY 9. ALL EROSION CONTROL MEASURES SHALL BE ROUTINELY INSPECTED, CLEANED AND REPAIRED OR REPLACED AS NECESSARY THROUGHOUT ALL PHASES I ; O o SUPPORTING THE FENCE, STRAIGHTEN, OF CONSTRUCTION. IN ADDITION, INSPECTION SHALL TAKE PLACE AFTER EACH RAINFALL EVENT. _ I I o la W RESET AND ADD POSTS IF NECESSARY. 10. THE LOCATION OF SILT FENCE FOR EROSION CONTROL PURPOSES SHALL BE INSTALLED IN ACCORDANCE WITH SEDIMENTATION AND EROSION CONTROL wJO ¢ IF FILTER FABRIC IS RIPPED, DAMAGED PLAN. SILT FENCE SHALL BE PERIODICALLY INSPECTED AND REPLACED AS REQUIRED. EE OR DETERIORATED, REPLACE IT IN 11. NO PROPOSED SLOPES SHALL BE STEEPER THAN 3H:1V, (n w Q > ACCORDANCE WITH THE ORIGINAL 12. THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES EXTRA SILTATION FENCING FOR INSTALLATION TO MITIGATE ANY EMERGENCY CONDITION. SPECIFICATIONS AND DETAILS. 13. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PAYING FOR ANY PERMITS AND/OR CONNECTION FEES REQUIRED TO CARRY OUT THE WORK O I 902 DAM BEDWELL TERRACE I I O M INCLUDING BUT NOT LIMITED TO DEMOLITION. 14. THE LIMIT OF WORK LINE FOR THE AREA TO BE CLEARED AND GRUBBED SHALL BE THE SAME AS THE LIMIT OF WORK LINE NECESSARY FOR GRADING ZONED ONE RPUD BLOCK 6 0 00 PURPOSES (LE.. THE GRADING LIMITS AROUND THE PERIMETER OF THE PROJECT AREA). TT ` TIMARRON ADDITION WYNDSOR ° vDi to 15, THE AREA OR AREAS OF ENTRANCE AND EXIT TO AND FROM THE SITE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR i v o a CREEK,PHASE 'o FLOWING OF SEDIMENT ON TO PUBLIC RIGHT-OF-WAY. THIS MAY INCLUDE A GRAVEL CONSTRUCTION ENTRANCE OR OTHER EROSION CONTROL MEASURES �"- Z z <<ov CAB.A,SLIDE 4042 I /' z AS DICTATED ON THE EROSION AND SEDIMENTATION CONTROL PLAN. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC m P.R.T.C.T. I RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. T M"X"CUTSET 16. UPON COMPLETION OF ALL SITE WORK, CONSTRUCTION SITE CONTRACTOR SHALL INSPECT ALL CATCH BASINS AND CURB INLETS ON-SITE AND REMOVE 0 W z3�z / N ZT606.31 ALL SEDIMENT AND TRASH DEBRIS THAT HAS ACCUMULATED WITHIN EACH INLET SUMP. mi--COW / I 17. WHERE A STATE OR LOCAL MUNICIPAL STANDARD DETAIL DUPLICATES A DETAIL SHOWN IN THE PLANS, THE MORE STRINGENT DETAIL, AS DETERMINED BY/ Z z �o�z o cn I THE REVIEWING AGENCY, SHALL APPLY. +50 18. ALL EROSION CONTROL DETAILS ARE REFERENCED FROM NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS STORM WATER QUALITY BEST MANAGEMENT - o zw o ,� w PRACTICES FOR CONSTRUCTION ACTIVITIES MANUAL. THE CONTRACTOR SHALL BE REQUIRED TO KEEP A CURRENT EDITION AVAILABLE ON SITE AT ALL o�^z INSTALL ROCK CHECK DAM I TIMES. ALL REFERENCES ARE TO THE NCTCOG DRAWING NUMBER. z (TYPICAL) w m W / o II / \ Ito 4+ I m4 N DARREN COLLINS o ° 904 JENNY TERRACE v / ZONED RPUD I I 4....rFkA. LOT 40,BLOCK 16 $ m* t TIMARRON ADDITION WYNDSOR o �jQ5B .0: t:B LAN ORFOLK JENNY TERRACE CREEK,PHASE 2 i »r..••••• •••••••••••••• CAB.A,SLIDE 4042 50 N i CAB.A,SLIDE 4042 Itnl / o't50 P.R.T.C.T. P.R.T.C.T. I o (aj �dZ 'BIP�C�RFG STEF;F'� ����s ISSUE DATE: / ° I MATCH LINE STA 2+00 NOV6, 2020 / \ 1 �d7 � S PROJECT NO _ NOTE: BEFORE YOU DIG CALL: CVO-0046 CONTRACTOR TO VERIFY HORIZONTAL & VERTICAL 1-800-245-4545 LOCATION OF ALL EXISTING UTILITIES PRIOR TO SHEET NUMBER FLOOD PLAIN NOTE: ACCORDING TO THE INFORMATION SHOWN ON THE NATIONAL FLOOD BEGINNING ANY CONSTRUCTION/EXCAVATION AND INSURANCE PROGRAM (NFIP) "FLOOD INSURANCE RATE MAP" (FIRM), NOTIFY THE ENGINEER OF ANY DISCREPANCIES COMMUNITY PANEL NO. 48439C0095K, REVISED SEPTEMBER 25, 2009, NO EXISTING UTILITIES SHOWN ON THESE PLANS ARE PORTION OF THIS PROPERTY APPEARS TO LIE WITHIN THE "SPECIAL FLOOD II HAZARD AREA (SFHA) — AS DEFINED BY THE U.S. DEPARTMENT OF BASED ON COMBINATION OF FIELD SURVEY & CITY C � O HOUSING AND URBAN DEVELOPMENT, FEDERAL INSURANCE ADMINISTRATION, RECORD DRAWINGS OR THE FEDERAL EMERGENCY MANAGEMENT AGENCY. TEXAS 811 TEXAS ONE CALL SYSTEM 5 °F 6 SOLI DEO OLORIA REVISIONS # REVISION DATE H SILT_ E CE RA N T S. W O'M 1"Q�= SILT FENCEEXIST.GROUND) 1. POSTS WHICH SUPPORT THE SILT FENCE SHALL BE ui r— "o 2d"ABOVE EXIST.GROUND} W D C9 o v LENGTH(MIN.)FENCE INSTALLED ON A SLIGHT ANGLE TOWARD THE ANTICIPATED Wvi0zco POST MAX. TSPACING, RUNOFF SOURCE. POST MUST BE EMBEDDED A MINIMUM OF =IxQcn=, MIN.EMBEDMENT=1' 1-u-x U O a COMPACTED EARTH ONE FOOT. ��W=>_t` OR ROCK BACKFILL , WIRE MESH BACKING O m~ 2. THE TOE OF THE SILT FENCE SHALL BE TRENCHED IN WITH ti <(DO, U 's A SPADE OR MECHANICAL TRENCHER, SO THAT THE cV-jZ _„-J= ., ` DOWNSLOPE FACE OF THE TRENCH IS FLAT AND C-4 0 PERPENDICULAR TO THE LINE OF FLOW. WHERE FENCE CANNOT �°- s"MIN. BE TRENCHED IN (e.g. PAVEMENT), WEIGHT FABRIC FLAP WITH ROCK ON UPHILL SIDE TO PREVENT FLOW FROM SEEPING UNDER FENCE. 3. THE TRENCH MUST BE A MINIMUM OF 6 INCHES DEEP AND —� TRENCH FABRIC TOE-IN 6 INCHES WIDE TO ALLOW FOR' THE SILT FENCE FABRIC TO BE LAID IN THE GROUND AND BACKFILLED WITH COMPACTED O s"Miry. MATERIAL! SILT PENCE s'MIN. 4. SILT FENCE SHOULD BE SECURELY FASTENED TO EACH EACH ID SUPPORT POST OR TO WIRE BACKING, WHICH IN TURN IS z ATTACHED TO THE FENCE POST. THERE SHALL BE A 3 FOOT O J OVERLAP,' SECURELY FASTENED ERE ENDS OF FABRIC MEET. _ u " UQ 1/2 H SILT FENCE 5. INSPECTION SHALL BE AS SPECIFIED IN THE SWPPP. REEAIR OR REPLACEMENT SHALL BE MADE PROMPTLY AS Z W \F 6. SILT FENCE SHALL BE REMOVED WHEN FINAL STABILIZATION IS ACHIEVED OR ANOTHER EROSION OR SEDIMENT CONTROL 11/2"FILTER DEVICE IS EMPLOYED. O STONE n/ sTONE�EACHOP 3IDE 7. ACCUMULATED SILT SHALL BE REMOVED WHEN IT REACHES L.L OF SILT FENCE A DEPTH OF HALF THE HEIGHT OF THE FENCE. THE SILT W SHALL BE DISPOSED OF AT AN APPROVED SITE AND IN SUCH A MANNER AS TO NOT CONTRIBUTE TO ADDITIONAL SILTATION. Z O STONE OVERFLOW STRUCTURE h 0 .ate Q SILT FENCE _ �,,�, � �: , 201.5 SILT FENCE 201.5 co Q VAXm, N W OCT. '04 1 1020A OCT., '04 , 209 I- 06 op LU Lo W LL NO; WY (nZ < I-- F- m = O = o � 00 ROCK CHECK DAM GENERAL NOS > I A 1. STONE SHALL BE WELL GRADED WITH SIZE RANGE FROM POINT 'x' SHALL BE ABOVE POINT Y Q 1Y2 TO 3X INCHES IN DIAMETER DEPENDING ON EXPECTED 0 1/2 D FLOWS. WELL GRADED STONE (SEE SIZING CRITERIA) A 2. THE CHECK DAM SHALL BE INSPECTED AS SPECIFIED IN VIEW LOOKING UPSTREAM THE SWPPP AND SHALL BE REPLACED WHEN THE _ z LLx c STRUCTURE CEASES TO FUNCTION AS INTENDED DUE TO SILT ~ Z W o�Ir ���m ACCUMULATION AMONG THE ROCKS, WASHOUT, — , CONSTRUCTION TRAFFIC DAMAGE, ETC. 3 co OW -� z 3. WHEN SILT REACHES A DEPTH EQUAL TO ONE-THIRD OF LU o THE HEIGHT OF THE CHECK DAM OR ONE FOOT, WHICHEVER =o, FLOW IS LESS, THE SILT SHALL BE REMOVED AND DISPOSED OF �— Z zOE m -- -• s/z 0 1 2 PROPERLY. o o m 4. WHEN THE SITE HAS ACHIEVED FINAL STABILIZATION OR "`- ANOTHER' EROSION OR SEDIMENT CONTROL DEVICE IS Luc W EMPLOYED, THE CHECK DAM AND ACCUMULATED SILT SHALL 1.5 D BE REMOVED AND DISPOSED OF IN AN APPROVED MANNER. .' SECTION A _ A I I - Tti ARE NCE SUCH THAT POINTSOF EQUAL A, AND e >L, .•• � qs 8� v POINT .A, m• .r POINT 'B' ................ s�J M.,..,..�.�,:_...�..,,_��....._� _ _ �� � �• IAN NRF935500LK b 20 SPACING BETWEEN CHECK DAMS ISSUE DATE: NOV 6, 2020 PROJECT NO. CV19-6046 ROCK //-+�L� 01.9 py��+�/ pp++ R®CK CHECK DAM srvwAa 2aemailoi flV+v(i CHECK DAM �.ae�eansmaae�.mra. : sraaar�xlmemia SHEET NUMBER 201.9 cam. VAn rw v OCT. '04 1:t0A OCT. '04 '_ c. 5 . o R SOLI DEO GLORIA