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A1L GIPROVEMENTS SUCH AS PAVEMENT CURB AND GUTTERS. W/JIfS, ORABNAGE DITCHES. SHRUBS, CPASS SOTS, ETC. WEl BE RESTORED TO 1}IEIR OAIOINAL CONOffION OR BETTER. 2. UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM FIELD OBSERVATIONS AND AVAILABLE RECORDS BUT ARE NOT NECESSARILY EXALT. UTILITIES WILL BE VERIFIED IN ADVANCE OF TRENCHING SO TENT CHANCES IN AIMNMENT AND OR GRADES MAY BE MADE IN CASES OF CONFUCIS, 3. 1 1 2' DEEP SAW CUTS WILL BE LODE AT LEAST 12" OUTSIDE OF DITCH LINES PRIOR TO REPLACEMENT OF CONCRETE OR ASPHALT PAVEMENT, WALKS AND DRIVES. PAVEMENT, WAILS AND DRIVE RESTORATION WILL BE OF THE SAME TYPE AS REMIOVE, PER CTIY OF FORT WORM RESTORATION REQUIREMENTS, 4. ALL PAVEMENT, WAILS AND DRIVE CONCRETE REPLACEMENT IS TO BE OF A MIX DESIGN, 6. THE CONSTRUCTION SITE IS TO BE SUITABLY LIOHfED AND BARRICADED AT NIGHT. 8. B.ACKFILL IN THOSE PORTIONS OF THE EXCAVATION LINDER DUSTING PAVEMENT WILL BE MECHANICALLY TAMPED IN LIFTS TO THE DENSITY OF THE SURROUNDING UNDISTURBED SOILS TO A DENSITY OF 95X PROCTOR TAMPING MAY DERIVED BY USIXI TAMPERS, RMMMERS OR ROLLING EQUIPMENT. LIFTS NAY VARY ACCORDING TO THE TYPE OF EQUIPMENT USED TO DERIVE THE REQUIRED DEN5TTI6. SAND AND OR CLEAN, DEBRIS FREE EXCAVATION IS TO BE USED 7. THE FOLLOWING DMSU S WITHIN THE CRY OF FORT WORTH WILL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO CONSTRUCTION SO THAT LOCATES MAY BE WATER SEWER ........................................... 871 .. 82W 1-800-344-8377 DIG-TESS........ LONE STAR OAS TU. ELECTRIC...............................1-BOD-233-2133 SOUTHWESTERN BELL 7ElE.........._......................011 & UNLESS OTHERWISE NOTED, ALL CONDUIT TO BE BURIED TO A MINIMUM OF 300 COVER, OR AS SPECIFIED. B. GROUT FILL VDIOS AROUND ENCASEMENT PIPES, PLACE CONCRETE BULKHEADS AT EACH END OF DORE PIPES. PREPARED BY: TEC==H- A Al80CUTCs X.T.O. ENERGY NTH STREET CONNECT �08092CS01 9 .v P yL d, � y 6 Sp Gi St� 800 CALHOUN STREET yl � - E eth -St lea w o =a Nr .Bus N 287 ` S� ti � oS Rug 128.7 _ '� ate. General N7orth Square SK Qt. �k f1 14 �lp Fort Worth Ftitle Park .. t, Copyilgh102M3 Minosoft Coip. andhv lb- uppllees. All fights reserved - - PTO ENERGY PREPARED BY: TE—T= X.T.O. ENERGY NORTH 7TH STREET CONNECT t/08092MP01 OUTSIDE PLANT CONSTRUCTION TYPICALS DETAILS WARNING TAPE 1D• BELOW KRACE WAU MAVACE V/ OMHE GRADE 9/4° MA won WMK DEM BENZ own am L r USE Oxw mom P0+ Bamm MOL YtN. RMUINOW 6 TER COVER COVR '• f SPSPiEi TAPE IXKT '�' 6' S� 12° MQI* 12• UK NOTE: BACKFILL WITH NATIVE NOTE: BACKFRL WMATERIAL NATIVE ROCK FREE DUCTlH ROCK FREE MATOR AS OR AS DIRECTED Kamm DIRECTED BY CITY INSPECTOR* BY fPA INSPECTOR COMPACT TO BERM REQUIRED COMPACT f0 95M C BY CITY 16SPECTOR. TYPICAL TRENCH IN EARTH TYPICAL TRENCH IN GRAVEL N.T.S. TYPICAL JACK AND BORE TYPICAL DIRECTIONAL BORE H.T.S. N.T.S. N,T.s. REMOVE E: REPLACE COMCAM STRUCTURE TO NEAREST DEEP JOINT PER AGENCY REQUIREMENTS* BE1( D TRENCH FOR RESTORATION - S° MIN. CONCRETE DEPTH) TO JET cm KM T1 t� TKM - P MN. ,.... .... .. BEPDQ SAWCUT EWES L 18. V 40 MI BOTH S 1B• wm TAM \ 42 MIN COVER MUM IWAM TiA[ ,? i TAM REPLACE HARD SURFACEM\ MKT San .. 40 MIN THICKNESS ON AS 12° MIN. PER AGENCY QEQUIREYENTs NAi SYSHH Mlri SYSTEM BACKflttz /2• MtH. 12° MIN. AS PER AGENCY RACAS i R AGENCY AS PER AGENCY CONCRETE PAVEMENT RESTORATION N.T.s. CONCRETE SIDEWALK RESTORATION ASPHALT PAVEMENT RESTORATION N.TS. N.TS. rRAFF/c coNrROL rrPlcac DE111/L0 t © TYPICAL TRANSOION LE71CI}1 AND SUGGESTED MA%IMUM SPACING OF DENCES. Mi61UM DE5IRA6 siicGEs MAXIMIiM TAPER LENGTHS / SPA.CM0 OF DEVICE 10' 11' 12' ON A ON A ��y-' BARR0. MOUNTED V GUARD FEc OR PLASDC DRUM�E n i ELARRICPDE TO i SiP&CA NO LANE LANE MARK DESIGN SPEED � M.P.H. FIRST LANE PAPER ° ° �-- 0 0 350'+100' WC WORK SPACE � F BUSWESS BU501E55 FLACE PLASM BARRELS DRIVE DRNE WTTM WAMNC LIGHTS 2 EACH BUSINESS ACCESS TNRU BARRICADES r' � � �� �� r " r :, , , , ,. r• - rr, :. r• .. . , - a..a .. a..r r. , r:..a r r - r - r• r ai ..,. r... .• �. ,.. r.•r... a. ,` ..• r. - � ,.r- a . .. ,- ,.. �.. .. , , .., ,, -.-. .. ..r. ,. .- a. r,. ,. - r- .. � n r - • ,.. ,,, . ,., • • . ,.,... - ,. � ,.. a,•a ... , . - a. ..r .. r. a-„r- ♦ -r. r:, yr ,• .•. i� - r: r.:• . r .. a. ,.. �. .. ,. r , as • � r • r-:. _ •ra. , .a... , �. �,. r # r a> . ✓ r' r: . •ar r.. ... ,. .a ar r• ..n .. ,.- :r--.,- - a ar -ar - r. r:- • • r :, 1 . � .a. r a a... ,. r r:. .., y ... a y .. � -r r. ,. -r. r., • r-r r.-n . „r �ir ar r - •- r •r r-.. r r: -,.-: r r. �.: r. a r-. - ,.- , .,,. .r a arar r .•• • .. r , r w. - r a r e, -r , - r- - r r m .., •.�,.. �.. :,. • ,, a a...., ... ... ... ..,� r .w .. r •. ar. r , ..�,-, r. 'a.-, . r r - � ....,, ar r-.... r r w r a.,, r : r ,.. ,. .. - a a•r r. „ .,. _. + r ws.. •.r r a-r ,.r. -. r r.,. a , , ,. .., a, :. r r_ ..: r � , r : - �. r. r • .:,: r. ._ a ,. .. ,.- .•.,. r ,. - r- i.,n a• r r -,.a r:-.n -. --n•a r r n r . r- ; r r- .. - r. -, v:� r - • ,. , r-.a -r. r-. a- :. r.• a- •r.... :. .. ..,.. r , --v -•- :. r- ar ,. ... ..,. .. . r , .y. , ,.. -. ,.. •. r.-.. r a rr.. r a-- r - ,`r-• .. ;.,,. .r r a-. r r . � rr t rr r ar r i-. - r r•a- r r . r .... r' a - r r. a •.. - ,.. .. -w .. -. s � a• ,:,.. -- r:.. ,. a r .. , . -r r.r ,, o - r r -:.. a. .. y.. .. ,. ,• y. , ..,,r. r •r, .-a. r. _.. r.. a- r- - r ,. - r.... a a- r r r:- INLET SEDIMENT BARRIER DETAILS A CONCRETE DRAIN 4°�p•q�(ito c�. BLOCK 'gdgp r BACK OF SR�E " A CA7CH 84S7N GRATE o oa o; oa 4 "a:OP% BL rF OCK CONCRETE IY7RE SCREEN OR �° FILTER FABRIC °94 Q• Oo Q Q°R°°a GR4V£L 84CKRU OVERFLOW see1J�0Q 2X4 "D STUD WATER —FOALING HT " VA BACK OF CURB CONCRETE BLOCK Q000i\/\ j ' DROP INLET�\�i� o .opt � \Xi\Xi\\;ice/i: O .o o A GRAVEL 8400LL SECTION A — A PLAN VIEW 3/4" (20mm) MIN 0<4 0 y ,ao• OR BLOCK AND GRAVEL W!L S FASW A CONCRETE BLOCK N0 DROP INLET 1. DROP INLET SEDIMENT BARRIERS ARE TO PLAN VIES SEDIMENT BARRIER 3/4' DRAW GRAVEL BE USED FOR SMALL, NEARLY LEVEL DRAINAGE (20mmJ AREAS (LESS MW 5A) FalyDIW HDaff 2. EXCAVATE A 84SIN OF SUFFICIENT SIZE 0VNCREW BLOCK AAMCWir TO THE DROP INLET. 0i1 RFZ0W 3. THE TOP OF THE STRUC7URE (PONDING CONSTRUCTION NOTES — SILT FENCE HE7GHT MUST BE WELL BELOW £ GROUND s — — — — EZEYA N DOWNSLOPE 70 PREVPNT RUNOFF FROM BYPASSING 7HE INLET A 7EMPOR4RY t. Posts which support the set fence shall be Installed on a slight angle toward the Y O LIKE MAY BE NECESSARY ON THE DOWNSLOPE anticipated runoff source The post must be embedded a mhunum of 18 Inohm CURB INLET \/\\ SIDE OF THE S7RUC7UR£. 2 The tors of the eft force shad be trenched In with a a or mechanical trencher, m�aadd so that era fame c e tote of the fed In a flop and perpendicular b the the of W7RE SCREEN �.f/\/��\/\ \//� flow. Mere torte uph be trenched h (y. pawmsnt), wa gfit fatxte fi� with Vie h/L7FK FAtrR1G' / \i\y�\ij�\ CATCH Ed45YN \//\ Legend ars;ad g:avd an pica uphill else 4a prs.w�2 flew undw- fanw. \\ \\ 3. The trench moat be a minimum of a Inches daep and 6 Inches wide to ofow for the 2X4 WOOD STUD j Phase 1 (Hay Boles or Silt Fence) ant teha fabric to be land In the and baccPmed with compacted motedd. ground (100X50 TIMBER S7UD) Ho Phase 2 (Hay Boles) 4. Set fence sndl be securely fastened to each support poet or to woven wtre, which ----- ^• Phase 3 (Hay Bales or Silt Fence) Is In tum attached to the support post Thare shall be a e inch double ovetop, securely fastened where ends of fabric meet SECTION A — A Sit Fences" be rated at tea gpm/ftr S. Inspoetlon shelf be made weedy or after each rainfall. Repair or replacement thou be mods promptly as needed. T S. Sft fence shell be rerwvad when the site b completely stobfeed so as not to block lfe+. Impade N07ES:• MT tW" — — — � or storm saw or manage. 1. USE BLOCK AND GRAVEL TYPE SEDIMPff tattslT z4• — ' cRa f»I \ Accumulated of col red who a reached a depth of 8 The aft dndi BARRIER WHEN CURB INLET IS IOCA7E0 IN a beeed p site of co CURB INLET °"e �'d In such °'"a'"er as to "°` °°"``�"`° CE•N71Y SLOPING STREET SEGMENT WHERE �,� �_ �, to additional ,a„"°`e° t POND 'IM°W 70 SEDIMENT BARRIER ""_�'" SFFXgA�7E F RUNOFF 2. EtARRIER SHALL ALLOW FOR OVERFLOW (BLOCK & GRAVEL FROM SE SEVERE STORM EVENT. 3. INSPECT EE4RRIERS AND REMOVE SEDIMENT _F Tre-ft AFTER E9CH STORM EVENT. S£DIM&ff AND t�� I GRAVEL MUST BE REMOVED FROM THE TR4VEZED WAY IMMED147ELY. SIT EENCE { 6 uet d9TTYITdD 9lgddT TOTIl3 0 mmrr�l � *5,r5RCP'- .. G G G rE 55 ss- ss� s5- S UrF— �T' rT T- T a. A 0v 77 + CONTRACTOR TO CONNECT TO EXISTING XT.O. M.H. BIMON 070E Bl.1LDNG 800 CALHOUN STREET FORT WORTH, TEXAS N d CAUTION: CONTRACTOR TO LOCATE & YB[UFY AIJ. EXLSTING UTILITIES PRIOR TO CONSTRUCTION W � I 792 s 5'XS' Rc 7TH STREET ETA. IwT TU R i0 PLACE 3'X31X3' M.H. %—T ,T � c m < cn Q � v 3 � D o � O � CD � � Q � '-.. 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