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Concept Grading Plan© 0 0 0 ~ISH FLOOR :~. -- ~ PART OP, ',, ' FREEPORT NORTH (VOL%8420& PG;, 18~5) (F/LED 10/t5/84) -"~.~ .... - ' '~ ~RT OF TRACT 4 .~ --~ /E FRg~ORT NOR~ ,LAND tl, LTD. ----. ~ ~<~--~ '--- " (~OE~96055, PG."04179) -.. ~NISH FLOOR`` E~EV~ON=526~O0 EL 524,50 ZONE ,O5 ZONE )) X )) G 520,10 : TC 521.50 ". 522.00 \ IS,H FLOOr ELEVATIONs= 52 ,6700 -514. 524,5O i '-$ TO 5 O 52~.,10 TO 524,00".. TC EL 525,50 ~ :, 524.,50 ~-~ i : EL -~4,3(~c=~'~' '24.80 ~ EL 523.60~.. -~-~=~ ~- O 525, 50 ,~.. .// ' TC 51502 -G 514.64 i'¢v ~?~k L S L ', TEL£P'H ON E ) 51 $. 50 · i ' TO 52'*,80 ,$ 52483 - · i { 'ELEP''~ ON E) II 10'23: ' I I TO 525,38 }"~,' .,. t d 0 0 .~ Ld c~ 0 > -ELE 20 40 80 GRAPHIC SCALE iN FEET 120 L$ 'C¢~ c% TSP · -ELE ~ IRS B OLLARD ELECTRIC METER POWER POLE LJ G;H T STANDARD WATER METER WATER VALVE IRRLGA~ON CONTROL VALVE F1RE HYDRANT CLEANOUT MANHO,LE TRAFFIC SIGNAL CONTROL TRAFFIC SIGNAL POLE TELEPHONE BOX FLOOD LJGHT FLAG PO,LE TRAFFIC SIGN 1/2-NCH W/"PACHECO KOCH" CAP SET CO.N TROLLING MONUUENT FIBER OP-C MANHOLE PROPERTh' LINE I~ FENCE --O"L. OVERHEAD UTILITY LJNE --~"~ UNDERGROOND WATER LJNE --C- UNDERGROGND ELECTRIC LiNE -- ?- UNDERORO'UND TELEPHONE LINE -- c- UNDERGROgND CABLE LiNE $'$$ UNDERGRO,UND SANITARY SEWER LINE BEiV¢/-/ ~WA RK t /8 T BM#lB 2" aluminum disk [,n center of inlet on the east side of Royal Lane so,uth of Bridge over Cottonwood Branch. ELEV=515,12 BM~ 2 "F_~' cut i,n the center of an inlet on the north side of C,reekvfew Drive and ~p,proxi,mateiy 90 feet west of the centerlfne of Royal Lane. ELEV=525,60 BMr! ,.t "~_~' cut on the east side of concrete post supporting atmosphere monitoring equipment on the north side of Creekv(ew Drive and opproxi,matety 790 feet west of the centedlne of Royal Lane, ELEV= 541.1 B '-.~.~. : ?,. C , ... ~%0~" , . . . ~r..,...,, ,.\~-,_ ,:1. · ~ '~ . . l.-.* . , , , ~. x ~ ., ' I .' . ~ ~4~ .'" ~ ~, .~ ':' ," . . ..- ~e, ~ ~ . ~ ~e - .... ~-. ...... ~ ~o ~5o5,~ ~53~.' r ~'-., ~: .. x _ ¢ ,~ ~. , ,. ~_ .>~&~ . .~ ~'-~ ........ ,].','~. ',, . . . ¢' ¢-/ co~c,~:~ ~S "; e~' . .~, ~,~'~ ,~,~ :":':" "" -"-""""- " CREEK VIE W DRIVE .... · ,'," : ..t-..-.~ .,'./.~, .~...,~. · ..:.. -- __ ..... v~* ..... -- ~ &~:~'~ .~.' '2(;:~, {, .., .., . . ;.:..:.., ~....:/.:.: - . ~~ S~& ,~ ,~ .,:.' :..,~ Al jLa. ) ' ' ' ' ,,~ ~~., ,. ,. ~::7'/?.. ';." ISSUED FOR PRELIMINARY PRICING PURPOSES ONLY · L'' '":~. (SUSd[OT TO ~[~SION ~10~ 10 ~ G~DING AND D~INAGE GENE~L NOTES ~ '"'?<:<~': ; ,~ .., ~ ~~ ~ESE DOCUMENTS HAVE BEEN PREPARED BY mE ENGINEER ~m ~E IN~NT OF / '" "' '"'" Z ~ COMPL~NG ~ ALL Cl~ STANDARD REQUIREMENTS. ~ESE DOCUMENTS HA~ NOT ~.... ,.;.. ~ BEEN APPRO~D AND RELEASED FOR CONS~'UC~ON BY ~E Cl~ AS OF ~lS DA~ ~69'43'21" ~, REFER TO OEO~CHNICAL REPORT FOR REQUIREMENTS REGARDING FILL COMPAC~ON AND MOIS~RE CON~NT, '~- 0 ~ ~ ~ ~ · . - ,,D. ~g,~rO~. ~E~S~O~S U*Y B~ ~SQU~E~ ~0~ TO CONSmUC~ON. ~, R=~55,00, 2. UNLESSoF OP~MuMNO~D'"~(OiS~REALL FILLcoN~NT,iS TO BE RLLCOMPAC~DTO BE PLAcEDTO A MINIMUMiN A MAXIMuMO¢ 95~o¢STANDARD6. LIFTs. PROCTOR DENSi~ ~IN 5~ , I ~ ~ t4 ~ ~ USE 0¢ ~ESE DOCUMENTS, ~E USER AFFIRMS ~E]R UNDERSTANDING 0¢ ~E n ~ ; d PREUMINARY STA~S OF ~E PLANS AND ~E POTEN~AL FOR RE~SION PRIOR TO L=555.68' ¢, SIDEWAYS AND ACCESSIBLE ROU~S SHALL HA~ A SLOPE NO GREA~R mAN 5X AND A CROSS FALL NO I I ~~ ~ ~ ~ ANY CONSmUC~ON, T=316,96' CB=S 55'31'46" W '~. CD=520.15' s, GREATER THAN 2% UNLESS NOTED OTHERWISE. o!1 .oi © Z,: MIEA SU~',N 0 EQUI;PMENT M=~3g,6:t: ';'~ ' ' TC- 558.33 ~ ~' C~T (NE)=533,5+ / (VOL. LOT 5, BLOCK A FREEPORT NORTH 2000102, PG. 4826) FREEPORT NORTH (VOL. 8420.5, PC. 1866) GRADING OF ALL HANDICAPPED SPACES AND ROUTES TO CONFORM TO STATE, LOCAL AND FEDERAL GUIDELINES. UNLESS NOTED, STORM DRAIN UNES MAY BE OF THE FOLLOWING MATERIALS: A. RCP C.,-76, CLASS III B, ADS N--12 C, HANCOIR HI-Q AND NSTALLED N ACCORDANCE WlTH MANUFACTuRER'S SPECIFICATIONS. 6, UNLESS NOTED, GRATE INLET TO BE "AMERICAN INDUSTRIAL PRE-CAST PROOUOTS, INC." PRECAST CATCH BASIN, SIZED AS SHO~VN, OF APPROVED EQUAL 7. FINAL PAVING, CURB AND SIDEWALK ELEVATIONS WILL BE PLACED AT PLUS OR MINUS 0,0~ FOOT. 8. REFER TO LANDSCAPE SPECIFICATION FOR SEEDING AND SOODING REQUIREMENTS. 9, ANY CONCRETE,, ROCK OR MATERIAL DEEMED UNSUITABLE FOR SUBGRADE, BY ENGINEER, SHALL BE DISPOSED OF OFFSITE AT COINTRACTOR'S EXPENSE. 10, TRENCH BACKFllLL MATERIAL SHALL CONFORM TO THE REQUIREMENTS OF NCTCOG ITEM 6,2.10, AND SHALL BE MECHANICALLY COMPACTED IN ACCORDANCE WtTH NOTCOG ITEM 6,2.9 TO A MINIMUM OF 95~ STANDARD PROCTOR DENSITY UNLESS OTHERWISE SHOWN ON THESE PLANS OR STATED IN THE STANDARD CITY SPECIFICATIONS. 11, EMBEDMENT SHALL CONFORM TO THE REQUIREMENTS OF NCTCOG ITEM 6,2.9 UNLESS OTHERWISE SHOWN ON THESE PLANS OR STATED IN THE STANDARD CITY SPECIFICATIONS. 12. A ROUND MANHOLE COVER MEE'RNG CITY SPECIFICATIONS SHALL BE PLACED IN ALL INLET TOPS. THE MANHOLE COVER SHALL BE PLACED NEAR 'f'HE OUTLET PIPE. 15. ALL CONCRETE FOR INLETS AND DRAINAGE STRUCTuRES SHALL CONFORM TO NCTCOG ITEM 7.4,5, CLASS "A" UNLESS OTHERWISE SHOWN ON THESE PLANS OR STATED IN STANDARD CITY SPECIFICATIONS. 14, CRUSHED STONE BEDDING OR APPROVED EQUAL SHALL BE PROVIDED BY THE CONTRACTOR WHEN ROCK IS ENCOUNTERED IN TRENCHES. THERE SHALL BE NO ADDITIONAL PAY ITEM OF THE CRUSHED STONE BEDDING, 15. IF REQUIRED DUE TO CONSTRUCTION, POWER POLES TO BE BRACED OR RELOCATED AT CONTRACTORS EXPENSE. o <E_j~d> n PRELIMINARY NOT FOR CONSTRUCTION THIS DOCUMENT IS ISSUED FOR THE PURPOSE OF' SCHEMATIC REVIEW ONLY AND I$ NOT INTENDED FOR PERMITTING, BtDDINg, OR CONSTRUCTION PURPOSES. PLANS PREPARED UNDER THE DIRECT SUPERV1SI'ON OF STEYEN A. MARKUSSEN, P,E. TEXAS REGISTRATiON NO, 70090 DATE: 10/07/200.~ NO, DA TE REVISION 8350 N CENTRAL EXPWY S:NTE 1000 DALLAS, TEXAS 7520,6 912.235,3031 CONCEPT GRADING PLAN DEXAS LOT 3, BLOCK 3 FREEPORT NORTH ADD ON CITY OF COPPEI !, DESIGN Dt~4 WIV DA TE SCALE NOTES FILE OCT, CJE CJE 200~ 1"=40' C1.0 PK F1LE,: 1958-03.199 DWG FILE: 1958-03-199'CV, DWO