Loading...
Park West-PT991006RI s a 0 0 rn� ,o m E m� o CIO W m F 00 a CL m M 0 rn v M 00 0 iJ w E Q Z 20 JOB NO.- 1628 - 99.031 DWC NO. 1628 -�33 STA 0 +00 LINE "ST -1" AT PROPERTY LINE p ' G� "4 LOT 1R -2 BLOCK 2 �<o CONCRETE ENCASE EX S END 8x8 BOX CULVERT rn0 wN 12' SANITARY SEWER FOR 2 �L STA 9 +90.10 LINE "ST -1" PARK WEST COMMERCE CENTER BEGIN 8'x6' BOX CULVERT �a CENTER OVER PROP 8'x8' %BO ° t'' M END 12'x6' BOX CULVERT NOTE: PART OF LOT 1R, BLOCK 2 � STA 2 +00.00 LINE "ST-1" :D(15 \`� ` �Zkoo o F "W REMOVE EXISTING HEADWALL ANY LANDSCAPING AND IRRIGATION SYSTEMS PARK WEST COMMERCE CENTER = N INSTALL: N� PC STA -1 +35.71 LINE "ST -1" �a I INSTALL: WHICH IS DISTURBED MUST BE REPLACED TO V 97217, P 5061 1 O 1 -30" 45° WYE CONNECTION ° �q I �°D STORM SEWER MANHOLE EQUAL OR GREATER CONDITIONS. D 1 -30" CAP I I o rn I SEE SHEET C -4 FOR DETAIL RIM ELEV= 519.20 " " STA ` Z) + STA 0 +10.00 LINE "ST -1" w o I Gj INSTALL 8" to 12" DIA x O INSTALL: pX \ o I STA 6 +31.20 LINE ST -1 5 +00.00 LINE ST -1 z w o v / / ROCK RIP -RAP zs a� CONNECT TO EXISTING CONNECT EXISTING 18 RCP CONNECT EXISTING 18 RCP _j STORM SEWER MANHOLE I 8 / ro $X / ��` 12 "MIN THICKNESS 2 -5 x4 BOX CULVERT REMOVE EXISTING HEADWALL REMOVE EXISTING HEADWALL s (D, N Ln SEE SHEET C -4 FOR DETAIL ¢ STA 9 +84.10 LINE "ST -1" n r RIM ELEV= 517.50 I INS�i 20' UTIL, DRAIN. & MAINT. ESMT. (o '- x z CL BOX "Y" QC -A END 8 x6 BOX CULVERT BEGIN 12'x6' REMOVE EXISTING STA 5 +05.OG LINE "ST -1" 48" RCP & HEADWALLS STA 3 +68.70 LINE "ST -1" INLET O O O m + (VOL. 90218, PG, 3264) + Do 2 17'08 0. 0 �. N 0 R= 843,88' VERT- -' ' / r ° °° ° ° .... ° "° BOX CULVERT INSTALL: CONNECT EXISTING 18 RCP In . o -I - Cllr / / a a -i ' C >' SEE DETAIL "A" 1 -30" 45° WYE CONNECTION REMOVE EXISTING HEADWALL gOX - � a'A "r' INLET s EA 3 RIM ON SHEET C -2 ¢) 1 -30 CAP (A n _ L =342 96' LL 1Ng1A -' /, INSTAL L 0' DRAINAGE EASEMENT 1+0 - - %' " V. 90218, P 3 64 ( ) 08.00 5oapa< 5. 6°' _ _ ._ _ ,.-- 38 LF 48 RCP \ ^ f_ Yi a _ _ _ - - - - _ INSTALL 8x6 BOX - - -- - - -- CULVERT N a +oo Q 5 7 +00 0 - _ _ __ _ _ _ _ _ _ 6 +DO _ - --r- �� - - -- - 5 +00 INSTALL _8 x6 BOX_CULVERT - - - - _ STA -2 +38.0 LINE ST -1" - - - - - - - l _ - -' % I � " 3 +00 _ -- ; 'o BEGIN 8x8 BOX CULVERT a R _ I �- _ - _ _ _ _ _ _ -- _ - ---- - - - - -- -- - - - -- - - -- --- - - - - -- 09 - - - - - - -- - - - - -- - - - -- - -- - -- - -- CONSTRUCT: - - - - - -- U Co 9 +00 a 00 53 14 rL 507.0° 5a7:0O 1003.72 4 +00 - - - -- -- - - - ti 1- SLOPING CONCRETE HEADWALL 507.00 "ST h e I a0 STA 2 +36.80 LINE 1" u MATCH EXISTING TOE OF SLOPE AR ' oQ 1.. I ce '% 20' DRAINAGE EASEMENT Q 1 (V. 64) oe CONNECT EXISTING 18 RCP FL= 594.50 20 40 80 120 y 0' REMOVE VE EXISTING HE HEADWALL "ST-1" I , STA 0 +15.00 LINE i 77 E CONNECT EXISTING 48 RCP SCALE IN FEET. 1"=40' 52ow r SQ 1�1 S WE,MR+ �..�...... ®® .�, .,.",. FH I^°1 t' .» =; 8" SANI SEWER - .�.u.....- .w.`.. `..."""" .."."f" +.w.:.,.+' �' ,r FH o p REMOVE EXISTING FN E G HEADWALL � r IM 515.68 SS 'SS RI MH IN 520.25 51 (ABANDONED) '. ` .......... .......... ........» ....,,"..........» r,,...,............. ,....,.... �J''~ �,�„ ..�.n ®m �..a., ,....".,~,.....,n,A .,,® �....,....... ,r.,..:.,.,, .,.:..,..........,..,... .�. .., ..........• •,.~.8° SANI SEWER ,..,,,,.....,.....,..». .. ,..,.,» .........,: u.... • �;a' i FL 5°7N ..e a..,.. w..,..,., ..,....... 8" SANI SEWER',.........,... ,......................,,...... ABANDONED)'_ mm MH .85 510.75 20' WATERLINE ESMT EXISTING CONE PVM'T s I � � � � �� �s EXISTING CONIC PVM'T I I (V. 706, P. 2676),..~. "'" FHO FIRE HYDRANT ' 8WATfR PP. POWER POLE �(� S LIGHT STANDARD �w 8"W CD g., WATER LOT 1, BLOCK wM6 WATER METER � ° -- PARK WEST COMMERCE CENTER EXISTING (VOL. 322 P 286) ""° WATER VA EXISTING '-'... N 6, G. 4 ' SS - -- ............. ®� f CONIC PVM'T -- 8" SANI St WER - CONIC PVM'T I CLEANOUTL 05 co -8" SANI SEWER ®� - / MHQj MANHOLE °;0 LOT 2R, BLOCK 2 ANY LANDSCAPING AND IRRIGATION SYSTEMS 0 GAS METER sV r PARK WEST COMMERCE CENTER - -GM ]y WHICH IS DISTURBED MUST BE REPLACED TO - PROPERTY LINE € a^ I " V 97217, P 5061 "' @ �....... EQUAL OR GREATER CONDITIQNS. gLn ® €F N 2- V 1IEI O I:'y ^ B . W O � . :. :..: is :. .•`. e.i --.. R,e!�e 15 3,RJ:li.< 1 .9. \ v >:n,v,v , ,. • , .., v , : \ :: . ;. ;.,, \, ,.; ` J > R.. y ... '4 3 , ..>J y.R a ,. .. n. . r ,: a4. \n e.., \Kti:6:rs.., :.. n .. .n .,.. .w.M \.0 ,t(/(R'��i. \,- 4:,i.R$ S S is y �`{: y : R °P 8 OAK J`. \)��(j M�]/('�3��> CEX,08" OMC� o �OL�DOMU" ............ .. FH NOTE: NO RGe - '" ',�i - _ ... ......_ BENCH MARKS I j TRANS GRATE ;.• PAD INLET ............... . "a _ FINISH FLOOR 521.00 BM No. 1 "O" CUT SET AT CORNER OF CURB, NORTHEAST CORNER OF MJ DESIGN -� °` _ _.__. w SEE DRAINAGE AREA MAP TRACT, APPROX 40 FEET WEST OF SUBJECT TRACTS WEST LINE. _.. -.._- I O SHEET C -2, FOR GENERAL I • OAK ........... ELEV. 516.46 NOTES AND DETAIL "A ". -- I c0 I I i,.. t BM No. 2 "D" CUT, EAST END OF INLET ON NORTH SIDE OF AIRLINE DRIVE ¢ O 1 :: :.: a 3 APPROX. 90 FEET WEST OF INTERSECTION OF AIRLINE DRIVE AND m ENTERPRISE DRIVE. � OD ELEV 519.82 k s BM No. 3 "0" CUT ON CENTER OF INLET ON SOUTH SIDE OF AIRLINE DRIVE, APPROX. 110 FEET WEST OF INTERSECTION OF AIRLINE DRIVE AND •'•••• t?;. EXECUTIVE DRIVE. ` ' ............... iz;j ELEV. 520.77 l U _ _ F- O '� "W - ---- -; -_ N Z ch bb .-. --- N W Q z i ; fiza.= 33 ;2 -cf -_ c0 - _ _ O tQ:m_4 - w - _ w- �._ r J o _a S -- w - Q...._....� - LJ..{)- .. O_ __ - O i- x.38 f O tYi F- Q @ w f3 ..._,, :..�,.,_.._.....,.�.- .- ,.,...'' Z" ' 2 /ZCj�Q' J 1- Z , , w w c0 �_,. :. -..... _! J H_Z ' - _ Z Z U' ' Q Z 4_ ° Z U J Z i.% J _ ,0......_.,, - _ Z_ , ,.. �S ..»,.- W y,,,. 0:,._,....,.._ ...:.... ....:..................._,~.,.. „„,...„„r,.,„„, .,F ...,.,. V 2 1.090 SD x W I- I m NIA - .- S7J`F- n= 0.01 J O X to QX`- (n �$`x6 -B O O- N J I- _7t .-J - - -'OO - --I- Y-p-m. O Vj O Y.- __.- _ .. . ...... ......- _- _... -.._ I_ w w to H U J Q H .__© f/x� - -v F ��""_�U_ -8' OX < n = 0.013 v._.m. iii C14 x + N d_�r - - Sf = O.OU18 #t, ft w x _ `' 73 : n - 51:0 -.O -c3 x oo� 382 3 e€ " w x p, r7 o. r x _ _ 00 =' 863 efs Q x _ -4r°o= '419:fi efs 9D o o _ jl- - ._....... u' cQ �_ II w_w ¢ tw cu-- w x o X w- Sfi =O 0 C8T t7 O h z _x vi °' �n n -vs em All ll� a f-n__ - =X30, c s - U .= .= 2 Ps-1- > J rn o :- -Naas =- � fP =- 0.8298 d v + U w Q i �L z = r, °o r �' ,O V o - O8 fps ._.w..�?_rn ® a_�1 rn U�ao= 8 74 -f s - °D 1- w o 1L?/2. rh I- �`! "? o c? - 2 p o J _.+ m- o -x� 0 0 0 o 0 0 z_� 520 t- z w z I- w o I co cD I- z to c� o w .- - z o = uo :: uD w> - 0.013 ¢ n 0.013 + cs - o _. .00$8 .. - : g + w o J o - - _�f2 - . IBS1 - -- : -m E n Li i_ w > . _ w U _ w > - - J it ��-°� z m vr- z O 1n �n -zz Lu zo n n _ w� - _ n - 0. 13 N N �' n = .013 u�i d - a II -'0 II 11 52Q - - - i t-, o = - =_ _ _ u� o a o Sf = 0;0024 ft ft " Sf = 0 0024 ft ft a z II II Q M M II a Sf = 0028 ft ft z z 1 w 0 v� _ v� cn ¢ x x ''� mow_ - PROPOSED _ - 30 5 cfs - ��= Y ; C' X30 c s 1- w C 4 0 5 cfs N _ = v� z_ - - = 2.__..__ ___� _ 3D.5 - cfs " - - �.5� sn c� - -_ �_ 0 XH x t? 5 - - -. .TINGE _ "x36" GROUND - - o z w `Qtoo- 542 3 s 00 - a EXISTING 515 PROV DE 36 OPINING IN P OF BOX FOR H - -_ V ' PROP SED - x8 - Q aD= B A GROUND µ _ _ _ 36„ 3 E - -- -f- 2g=--0-99-38- C2 z to !- I.I GROU D PR IDE 36"x36" OPENING � OVA= c 515 HGL _ HGL EXISTING R MOVE EXISTING iOR -�mCR BRmMH GROUND ��a RC &HEADWALLS HGL : -W - - V22g0- 0:998- 5f 0 0019 ft ft - �- - -- -- HGL - C 636 1 f - c s HGL HGL_ Sf 0.0019 ft 510 _- HGL C = 2,653.3 c I _ - - 2.07 feet 510 _ 1-2 x6- -0 -0:3 - i - ; - _ 1 -- - _ F1GL 00 YEAR STORM WATER EXIOS NO _ - - ' _ -' -- _ GROUND GR U' D 3 _ _ _ _ EL- 508.00 FEMA - - - l 505 EXISTING Xb 2 -5x4 MBC x i - EXISTING D--4: 6 fps -4TO _ 336:0 -ef CONC ETE ENCASE E ISTING GROUND 500 y -g �z' -p6�D 12CENTEIR 2 OVEREPROPFSx BOX S A -1 +43.3 "ST 1" Sf = 0.0 07 ft ft 50O O = 715.6 cfs n = Sf = 013 .0023 ft /ft Vtoo= 8.23 f s$ V 2g= 1.0518 EX 12 SANI SEW R F -504. -� C 30-.5--c s n -C ©NTRACTOR -8' xB: BOX�o T(7- R1FY - f 0: ©025 ft /f - 39:5 e #s � nwo419.. &...nfs..... -. o�v� 495 - j2gs_ sips _ II n i -Sf =,l0 00%5 ft /fi - i _ C-= ;-2 -34E 6--cfs- ..-.-.. � __ - 6 LF 12x6' BOX CULVE T -- - _ -- PRECAS TxDOT PC -6 `` 490 ___ . - -- PRECAST TxDOT PC -1 TYPE 3 OR -A -- - 984 LF 8x6 BOX CULVE T �P}�ECAST Txt50T PC =1 -TYPE 3 -0R- CAST IN PL CE Tx00T SC -»N TYPE 3 - CAST iN P1 AeE �Txfi© SC=t1fl TYPE -3- - FL 8' 8'= 494.30 FL 8 48'= 494.00 PACHECO KOCH 9401 L J Freeway, Suite 300 Consulting Engineers, Inc. Dallas, Texas 75243 k�tltJi'J....8' �,� �j n n D -1JV� OF -` rFkq�a- Civil a (972) 235 -3031 Engineering Land Surveying g _• v__ _ _ PLAN D 2 jj P o 0 LAN A PRO! OLE A ES A. KOCH, JR. _ _ .622;a.. .�Q,' LOT 1R -2, BLOCK 2 It..,AO ' - ;S /ONAI ti��_'� PARK WEST COMMERCE CENTER _ c¢v �. - ., o M O? M O Ln O o N . ,A n N cD . to _.N d' I N o. ,- iA .- n _ O - - ��t *o�1. -.. .. -. O O,_n .- - -;_ -- X 1A�I p �t . O O O O LF) (OD DALLAS COUNTY' �) - II III II 11 p II LF) II II II �Oj p II II p 0 II i II O Q tjj it 0 __ II THE SEAL APPE AUTHORIZED BY J RING ON THIS DOCUMENT WAS 0000 MES A. KOCH, JJR �.E -622,8 Q____,o 1 111; -- - /7-y OF COPPELL TEXAS' cD X tD x cot x; cD x cp x= cD x cD : O x : O x O x- _ O to O , 9 99- ALiE - % ATION-- OF•A•- SEALEF3 DOCUMENT- CD W -- W t/1 4ESIGN EA WN DATE SCALE NOTES FILE NO. - 00 °Q 0D 1 a0 °O `- oo _x °O M o0 ' 00 00 x x ao Do x oo O M WITHOUT PROPER ENGINEER IS AN OTIFICATION TO THE RESPONSIBLE x x Xbo OFFENSE UNDER' THE TEXAS o0 03 03 d* ww Ltw its ILL i w V_ w J _I J w w w J w i w J w J w J i J w ' w J J J w NEERINP> -PRA TI(`'E-- ACY. -"'-'^ J J J J 33 10 +00 9 +00 8 +00 7 +00 6 +00 5 +00 4 +00 3 +00 2 +00 1+00 Lt Lt w 0 +00 w 3 JAK BB AUG 1999 _ 1 -40•H "= /� rr�� C"V 1 5': V JOB NO.- 1628 - 99.031 DWC NO. 1628 -�33 BM No. 1 "0" CUT SET AT CORNER OF CURB, NORTHEAST CORNER OF MJ DESIGN TRACT, APPROX 40 FEET WEST OF SUBJECT TRACTS WEST LINE. ELEV. 516.46 BM No. 2 "0" CUT, EAST END OF INLET ON NORTH SIDE OF AIRLINE DRIVE APPROX. 90 FEET WEST OF INTERSECTION OF AIRLINE DRIVE AND ENTERPRISE DRIVE. ELEV 519.82 BM No. 3 "O" CUT ON CENTER OF INLET ON SOUTH SIDE OF AIRLINE DRIVE, APPROX. 110 FEET WEST OF INTERSECTION OF AIRLINE DRIVE AND EXECUTIVE DRIVE. ELEV. 520.77 I I I {r LOT 1R-2,1 BLOCK 2 1 PARK WEST COMMERCE CENTER PART OF LOT 1R, BLOCK 2 PARK WEST COMMERCE CENTER NOTE: i V 972,17, P 5061 ANY LANDSCAPING AND IRRIGATION SYSTEMS ' WHICH IS DISTURBED MUST BE REPLACED TO EQUAL ORo'GREATER CONDITIONS. % / r i i r � 40 LF CHECK 40 LF CHECK 40 LF - ................ ..............__..._....DAM / DAM DAM _.. �. IL— IF==- qc:� IE r-.j t FIRE HYDRANT I I I �} POWER POLE 11 UAM wM0 WATER METER I I I w C J N CLEANOUT I b 0 MANHOLE aV lI GAS METER — - - — 0 U .......... 13 ° ° ° °.. -- Z �C I EXIST SPOT ELEVATION _ EXIST TOP OF CURB ELEVATION G 611.9z 3 RIM 519.51;- ^ "" """-- )FL 508.00 TC 614.5 XNH G 614.0 PROPOSED GUTTER ELEVATION EL 614.5 BM No. 1 "0" CUT SET AT CORNER OF CURB, NORTHEAST CORNER OF MJ DESIGN TRACT, APPROX 40 FEET WEST OF SUBJECT TRACTS WEST LINE. ELEV. 516.46 BM No. 2 "0" CUT, EAST END OF INLET ON NORTH SIDE OF AIRLINE DRIVE APPROX. 90 FEET WEST OF INTERSECTION OF AIRLINE DRIVE AND ENTERPRISE DRIVE. ELEV 519.82 BM No. 3 "O" CUT ON CENTER OF INLET ON SOUTH SIDE OF AIRLINE DRIVE, APPROX. 110 FEET WEST OF INTERSECTION OF AIRLINE DRIVE AND EXECUTIVE DRIVE. ELEV. 520.77 I I I {r LOT 1R-2,1 BLOCK 2 1 PARK WEST COMMERCE CENTER PART OF LOT 1R, BLOCK 2 PARK WEST COMMERCE CENTER NOTE: i V 972,17, P 5061 ANY LANDSCAPING AND IRRIGATION SYSTEMS ' WHICH IS DISTURBED MUST BE REPLACED TO EQUAL ORo'GREATER CONDITIONS. % / r i i r � 40 LF CHECK 40 LF CHECK 40 LF - ................ ..............__..._....DAM / DAM DAM _.. �. IL— IF==- qc:� IE r-.j FH* FIRE HYDRANT PP, POWER POLE LSD LIGHT STANDARD wM0 WATER METER wvo WATER VALVE Co CLEANOUT MH(0' MANHOLE GM ® GAS METER — - - — PROPERTY LINE .......... 13 ° ° ° °.. -- EXIST CONTOUR EL 612.39 EXIST SPOT ELEVATION TC 612.36 EXIST TOP OF CURB ELEVATION G 611.9z EXIST GUTTER ELEVATION 613 PROPOSED CONTOUR TC 614.5 PROPOSED TOP OF CURB ELEVATION G 614.0 PROPOSED GUTTER ELEVATION EL 614.5 PROPOSED SPOT ELEVATION b PROPOSED DRAINAGE FLOW DIRECTION NOMWO PROPOSED EROSION CONTROL 50 LF CHECK DAM 0 20 40 80 120 SCALE IN FEET: 1 " =40' m Ia ` •\ s g0. 1 o I 20' D1 AINAGE EASEMENT ` 90218, P. 3264) •`;� �,:._...;.1r._ O' .'.. i O.. ,.'T'i "_ 50 0 • ...:._ . ..,:.^...,:m - - - n, , ••..._ ..> _.. " m...,1._._.._._.._,�.• ....._............ .. ,. r \. _.,._. ^ -T. m.�......._.... �............._......._...... 7.00 ;,, .......... ..... .,; : ?kw00 •O . ...___..._.._.........._...._._ ._ _. _ ». ».„ .. a 5 .._.,A. sa ...... ........ --ac ...._.......... _...�.........._._............_ ti6• ..._._._.. _.�. .._..... ................ ...... ..._............ -... ». o. .a._.._. .. _.. / s W .. AR •••....... .,.- .,.,.. ..,,,1., g ......_._...._.......^ ...... ....... ...... -� ..... .. RAINAGE..Et- l=kiE . ......................._......a ... .... X...�................ ...:......."^"�.... ._...5'.�.. ..�� .:: ...- .•.,'."..•."` """"L *. ...;."?! s'._.- ............ ........._..._........__....... .�... W U vJ, Q-;.)• w _ %..� .- '..'."..'..•`"..'.'_F ...«..- ...... _ .................. ..........._....__............. ;'�^' G. m'O ,,....A1SL�.....__..... ........— ___.........m ...... .. ... ....._ ...5 --\.. < ,1 .' .9': i... r.1C,58.0 ... p f;.. P6! ys. :,a p OC�pg��, TG 51 70•,. RI 52027 V J i I i •C yyi i �.: d YxS'O :SI . 1 O i ; b" fi. .50 i.. . ° I FHeo RAE 0 •s r° Szs sp Nh r G� o ...:,.,„, SA�•II, S,EW..,' `� �-8" SANI O G ... 00+ O ` 1FH i p E >.. 2p� ,r.1 . ......,.w', .................. ......�.,...............,.�.... +......... SEWER — �. �%�..'+",� ,�,,,�...,,' ':a ISSA S 520.25 9O (ABANDONED) .�,,... �. .........,� °°°'°""'. "�."""" "....."'^ '"",,..""' ."".".'" '.....•'^'^ w..,.,....� ....,,.....,.....m...........•» ...m.., - ...... -^ «.........«.� ®, :."® .�,„, ®GRADE TO —8 SANI SEWER — TC 516:2 IMH MH IN 510.75 EXISTING �.�........ �' A1"C (ABANDONED • EXISTING .�..,..., ,....�.. .. ). �.Q. 5 gggggg " ^c 'I GONG PVM'T CONC PVM'T " 1C ���\ Ih . unr+w...•.vv � H U .. I Sv wan FH 0 21y CF'R GRATE INLET I I 0 rn� a �_ E� a m�7' 0 0 M w M F a d M a a M 0 M 0 w w sQ F Z 0 3 20 r.S 00 4 W Cl ❑ U ❑ // // DITCH BASE WIDTH SEE ELEVATION 0 l ❑ ❑ ❑ ❑ O ANCHOR BALES WITH 2- 2 "x2 %4' STAKES PER BALE. �1� LOOSE SOIL PLACED BY SHOVEL o AND LIGHTLY COMPACTED ALONG THE UPSTREAM EDGE OF BALES. SECURELY BOUND BALES REQUIRED PLAN FOR DURABILITY z PROPOSED GRATE INLET NOTE: TWO STAKES TO BE USED TO ANCHOR EACH HAY BALE HAY BALE SEDIMENT BARRIER TO BE USED ❑ AROUND INLETS AND OTHER OPENINGS INTO DRAINAGE SYSTEMS THROUGHOUT CONSTRUCTION TYPE "Y" INLET PROTECTION NOT TO SCALE __-ANCHOR BALES WITH U V 2- 2 "x2 "x4' STAKES PER BALE. DITCH BASE WIDTH WEDGE LOOSE HAY OR STRAW INTO ANY GAP SEE PLAN BETWEEN BALES. ELEVATION Hay or Straw Check Dam NOT TO SCALE WOOD STAKES ® 6' TO 8' O.C. AMOCO 2212 (OR EQUAL) STRAW OR 2 -2 "x2" WOOD o HAY BALE STAKES PER BALE Ili LOOSE SOIL PLACED BY SHOVEL AND LIGHTLY COMPACTED ALONG THE UPSTREAM EDGE OF BALES. ANCHOR FABRIC IN 6 "x6" FINISH GRADE TRENCH. BACKFILL & COMPACT FLOW I I 4„ FLOW EXIST, GROUND FLOW 6" 12" MIN. o I II 6, u Typical Entrenched Low Flow Bale Placement Silt Fence Detail NOT TO SCALE NOT TO SCALE i 4 \ NLET \ \ ri :>1._' X50 LF CHECK DAM 65 LF CHECK FL 1507.4 —8" SANI SE. WER -► iS 1 nH 0) W LOT 1, BLOCK 1 N PARK WEST COMMERCE CENTE (VOL. 93226, PG. 2864) NOTE: ANY LANDSCAPING AND IRRIGATION SYSTEMS WHICH IS DISTURBED MUST BE REPLACED TO EQUAL OR GREATER CONDITIONS. G',S, l.O .'\. •c gp \ f \ T.642 OSION CONTROL \M �� �,VE ALL DISTURBED \ AEA [N ,GREEK AREA AS PER RNUF[jT{1RES SPECIFICATIONS j �0' UTIL 1?11tt; 4c MAINT. ESMT. o \, BAR "A" NOTE: FRAME & COVER SHALL BE II II � II IJ BAR "A° PROPOSED GRATE INLET NOTE: TWO STAKES TO BE USED TO ANCHOR EACH HAY BALE HAY BALE SEDIMENT BARRIER TO BE USED ❑ AROUND INLETS AND OTHER OPENINGS INTO DRAINAGE SYSTEMS THROUGHOUT CONSTRUCTION TYPE "Y" INLET PROTECTION NOT TO SCALE __-ANCHOR BALES WITH U V 2- 2 "x2 "x4' STAKES PER BALE. DITCH BASE WIDTH WEDGE LOOSE HAY OR STRAW INTO ANY GAP SEE PLAN BETWEEN BALES. ELEVATION Hay or Straw Check Dam NOT TO SCALE WOOD STAKES ® 6' TO 8' O.C. AMOCO 2212 (OR EQUAL) STRAW OR 2 -2 "x2" WOOD o HAY BALE STAKES PER BALE Ili LOOSE SOIL PLACED BY SHOVEL AND LIGHTLY COMPACTED ALONG THE UPSTREAM EDGE OF BALES. ANCHOR FABRIC IN 6 "x6" FINISH GRADE TRENCH. BACKFILL & COMPACT FLOW I I 4„ FLOW EXIST, GROUND FLOW 6" 12" MIN. o I II 6, u Typical Entrenched Low Flow Bale Placement Silt Fence Detail NOT TO SCALE NOT TO SCALE i 4 \ NLET \ \ ri :>1._' X50 LF CHECK DAM 65 LF CHECK FL 1507.4 —8" SANI SE. WER -► iS 1 nH 0) W LOT 1, BLOCK 1 N PARK WEST COMMERCE CENTE (VOL. 93226, PG. 2864) NOTE: ANY LANDSCAPING AND IRRIGATION SYSTEMS WHICH IS DISTURBED MUST BE REPLACED TO EQUAL OR GREATER CONDITIONS. G',S, l.O .'\. •c gp \ f \ T.642 OSION CONTROL \M �� �,VE ALL DISTURBED \ AEA [N ,GREEK AREA AS PER RNUF[jT{1RES SPECIFICATIONS j �0' UTIL 1?11tt; 4c MAINT. ESMT. o \, THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY JAMES A. KOCH, JR. P.E. 62218 ON 08/19/99. ALTERATION OF A SEALED DOCUMENT WITHOUT PROPER NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE ACT. Storm Sewer Manhole NOT TO SCALE PACHECO KOCH 9401 LBJ Freeway, Suite 300 T Consulting Engineers, Inc. Dallas, Texas 75243 Civil Rngineering Land Surveying (972) 235 -3031 LOT 1R -2, BLOCK 2 PARK WEST COMMERCE CENTER DALLAS COUNTY CITY OF CO L, TEXAS DESIGN DRAWN DATE I SCALE NOTES FILE NO. JAK BB AUG 1999 1 " =40':H C.4 ✓GB NQ: 1628 - 99.031 DWG NO.' 1628 -34 BAR "A" NOTE: FRAME & COVER SHALL BE LIJ y - BRASS & HAYS PATTERN No. 380 -24 BAR "A° OR EQUAL AND SHALL BE OF GRAY CAST IRON CONFORMING TO A. S. T.M. + SPEC. A -48 FOR CLASS 30 CAST IRON I� I #3 BARS SPACE AS SHOWN 0 3, -2 BAR A PLAN THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY JAMES A. KOCH, JR. P.E. 62218 ON 08/19/99. ALTERATION OF A SEALED DOCUMENT WITHOUT PROPER NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE ACT. Storm Sewer Manhole NOT TO SCALE PACHECO KOCH 9401 LBJ Freeway, Suite 300 T Consulting Engineers, Inc. Dallas, Texas 75243 Civil Rngineering Land Surveying (972) 235 -3031 LOT 1R -2, BLOCK 2 PARK WEST COMMERCE CENTER DALLAS COUNTY CITY OF CO L, TEXAS DESIGN DRAWN DATE I SCALE NOTES FILE NO. JAK BB AUG 1999 1 " =40':H C.4 ✓GB NQ: 1628 - 99.031 DWG NO.' 1628 -34 m v a E m a 0 m m O J a a 0 a o_ m w rn o� t;j ! r: oc �i