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Home My WebLink AboutRIZZUTO ELEMENTARY SCHOOLI i I I i t Q I LL I rr zi (� c3 CD Lu z < 0 2 i U o z ao O J O I a a z 0 O fT1 J U w1 z ¢ nl 0 p o z N o z Ci o o 1 O o 1 w i U 1a M q d 00 I j i 4�� i i t I i L -- I{ I n e e O • -THIN �F� TfS-H- GE PARK LOMAX MENTARY ELEMENTARY d N L ST. 3 IAI FAIRMONT PARKWAY ' IENNIE REID RIZZUTO ELEMENTARY ELEMENTARY LEGEND 0 P.P. POWER POLE 0 T.P. TRANSFORMER POLE O4 SA STREET LIGHT OC AA AREA LIGHT m D.C. DOWN GUY -¢- F.H. FIRE HYDRANT W.V. WATER VALVE O W.M. WATER METER 0 M.H. MANHOLE T C/O CLEAN CUT m SW13T ENCLOSURE kP PIPELINE MARKER p GM GAS METER Ri GAS VALVE SIGN POST TC TOP OF CURB G GUTTER BAYSHORE ELEMENTARY OFF SITE REFERENCE IS FEMA RM 970 (NGS BENCH MARK A 1189 1964) AT NORTHEAST CORNER OF INTERSECTION OF RED BLUFF ROAD AND FAIRMONT PARKWAY. ELEV.-25.38 (FEMA ELEVATION - 1973 ADJUST.) SITE BENCHMARK - CHISELED SQUARE IN NORTHWEST CORNER OF HANDICAP RAMP NEAR SERVICE ENTRANCE AT THE SOUTHWEST CORNER OF THE MAIN SCHOOL BUILDING. ELEV. = 22.00 \M-..A��VAOAAAAAAAA`VOA�w�� GRAPHIC ,• IN FEET TO: LA PORTE INDEPENDENT SCHOOL DISTRICT: I HEREBY CERTIFY THATTHIS SURVEY WAS MADE ON THE GROUND AND THAT THIS PLAT REPRESENTS THE FACTS FOUND AT THE TIME OF THE SURVEY AND THATTHIS PROFESSIONAL SERVICE SUBSTANTIALLY CONFORMS TO THE CURRENT TEXAS SOCIETY OF PROFESSIONAL SURVEYORS STANDARDS AND SPECIFICATIONS FOR A CATEGORY 1B, CONDITION II SURVEY. THE WORD -CERTIFY". AS USED IN ITS VARIOUS FORMS HEREIN, IS UNDERSTOOD TO BE AN EXPRESSION OF PROFESSIONAL OPINION BY THIS SURVEYOR WHICH IS BASED ON HIS BEST KNOWLEDGE, INFORMATION, AND BELIEF. 200 DATE SURVEYED 11 t 9 yyP,GE REGISTEREDPROFESSIONAL LAND SURVEYOR No. 4578 NOT VALID WITHOUT SURVEYOR'S ORIGINAL SIGNATURE �(0 ��e i VOL. PG. O H.U.M.M. I o FAIRMONTI PARK O A� R=3325, 00' Z v- A=07°2s,07" m ' FARMGTON BOULEVARD -<x L=431.49 1 0gll:b° Chd=N 00037'05" E 1_ N• @J P.O.B. z 7 03°05' W- 274.83 a€ a SET 5/8• f>♦ r"i ALA 431.19 = $ �-r N 59 .��; IRON ROD O,B \ G m rrZ ♦♦ m a en \,y u? o o m o$� FdO\ •'L♦, w:° '',PP w ;y °\ �;sFv m ? a ' i mm0�'° .. ,°, fe= � a £1$ p O♦ 3 /.' o TOP-20.39 n.aW-O& T W �{' A �, NN'm '•Gr'' wo'@WJ Pam= Or'NPO m <'`, n 'eJ C♦ BF_t m ° u 'm .rrL®$�� u r r. . WAIN VIM 'oE JP •'@ FC 9 Luu 'C 1� n°♦°a '9 ® Jf �OVrm ® ® In ri;,• Y .•�'® 0? my'!C F9@ , {. zUu n a 'R ,n ® `♦i'>,p ,y +� ry+ °�'' '° uu O # , +w •,I1 an '?r iO w!" 8 7° ° (^ > .J i s Thomas J. Sills, et ux s on ,� '" �'9q,. a�ys o • - ,@ N ,•' : = ss �J°a, F $qo J wiOe,�"mS J� �Z 3 n P R e n n .' 'Oa to Thomas Gregory Sills, et ux s • `• J @ w �� + a ?nwmr nm!•% , E �@ June 29, 1983 ,yJ I J •J� t o DE /`iJ '@ ,e°Jy ?or ,4 +oJ JJ Cori �P aN yy//oAy C• ♦, s, 3r+wi °v� �@v \\ / 7"' C.F. J029197 z e ct Nn�FG l� L �a?ry 111s.o ,yo{ s V r O H.C.O.P.R.R.P. ° CONC. Qi 'mi I0 m I 0QO '•r', Tiy� ,yoo S� -I-do@ t� +�o@ ♦c�Jo > 27 P IN SP 6 c ,o ,yJ' Arb+W ,( '� t} vt 1$ s'�} CA n rA�N \f, 9g�g �„♦ gg9J $1`CO 1, `� O $[, IOn ne yz CONC aR16E y"7"J0 - . - I b„ga O M CA D I\ lyo °_ +� +� %+ e,O e� f. on OIkP y �°.J N 9 y CA• ,i I p� •- @O?�P'° T� O@ O@ .��r-- J ♦� O o > ? `T9 I .�1 •A t.r "O 0 � \,A@ ♦ 9i@/ C`f\, C / O'9,?�Q � i JJ Jy Oi O♦.- \;��J \ ' CONC WALR A � 'P _ yLyJ S2Uq, 19 .>"f„♦ 0.]I 2° ?i 'r) ?J•.� �. 1.,� ., ,� a s ♦ �O7 ��J ' .{+ ® ® N A= 'li I Sy Q .2 ygJy J� 6J ,�j {o� OJ40�Fr J •N ,°u]� r2J ?vJ F.�i'J Y ° ® \ ,: O s@`� E '\i' @ I WM S C/o '9 co T e2.7C ® D E\T S o '.� 9 `'O ri= 21.66 207.42! P ;• \ .t't' 2, N � � I o , R• r. �Fi 9 FJ ,r n 1 7{AO' i O\ O�s , `9ts' G 'ss mui $ F•'!, r`'!J, CA Eddie V. Gray, Trustee, et al am m ? v 6' CIF �u '0. K CO IN CONC• . to Thomas Gregory Sills, et ux J O Ogled June 11, 1990 /j4o .Q C.F. M680230 ^i O ?' a t °4.`d, o H.C.O.P.R.R.P. n n n _ kfl c WIN CONE O y ♦ n 3 * link Fmc° Ja, T9 NCo 9 ;$ ONE STORY BRICK "''° e A '2@ @ I oN Martha Gregory �'@. a?!> o to Thomas Gre or Sills W I m .. u v {asd @ August 29, 1995 `'SJ C.F. R571356 FND 1/2" rn m 6•CLF OWNER: LAPORTE INDEPENDENT SCHOOL DISTRICT ;. ( Lij H.C.O.P.R.R.P. IRON ROD _ . •. m N RIZZUTO ELEMENTARY n 3' 1 •. AS CALLED • r•�, 3201 NORTH FARRINGTON BLVD. g d!, I LAPORTE, TEXAS 77571 Called 6.498 Acres W. T. Wren, et al, TrustI 9 t0. c ?J N zF@ Fairmont Park Corporotronees I I �I I • o L° 'J° N to Fairmont Park Baptist Church E''' a 1 S 0 2 w t� .j Doted March 31, 1966, it I .1, 1! , o'er fe•10 '"'��'.p Jg J� �rro •,�'+, C.F. C286980, H.C.O.P.R.R.P. " ,J t! sJ :°\ 'O FF ELEV =23.87 4 Tt�'d,' p oz 'r c.2a]6 sod'! J'•'�s !F >> '' azo' C:.4 �,a F A �+ �@ / c+�� J ea,s 11.6733 ACRES ,,� J s 86 r -2 °r (,, j �,o a q� s �iaN * sJ JF FF ELEV.=23.88 508,490 SQUARE FEET - ' �J I o Sophia Varley, et al - �s♦ !s 8�m 0sJ 2 �'s O to Alfred Guerra, et ux TV April 27, 1995 O Residue of Called 27.0567 Acres +FC t t t I R372085 !" ('>• ,\ ♦ ?!p* i I4eJ-.mot G. Decker McKim, Trustee zj I N H.C.O.P.R.R.P. n (s to Eddie V. Gray, Trustee at • p 'J2 Ogled Jul 31, 1990,C.F. M761300, GYM OC H.C.O.P.R.R.P. i .... g � J?'/J h♦J9@ I z2 a I ,@ p° a gt =nm 01 9 N�/ • '?� �2F> ?2 @+ @> •� �� u 10.aa'� 9 w /32OY J pw •I , ]' .,ttP @' g 123.ea, ♦ 50.00' aJ F0 VIPOD II I� • 60.01Y f+ `'t'> Eddie V. Gray, Trustee, et at 7-, °_ �•: �� .. '$ J'F �'6 �J m w �2Ry J1 to0H. Carlosed Smith, 1980 eta1 C.F. G730565 H.C.D.P.R.R.P. O of •• 2ri� 'o w? 'o C ? Y� > N °p z 10 !J CS I BACKSTOP S sWME I I I� I I :�°stow-16.taNLET 0 O m UTILITY LEGEND ?os s o p I 1 a z "!° N SANITARY SEWER .6tt O I . �� ? �J ?u. +� + J =o Eddie V. Gray, Trustee, et ai d to City April La Porte J, ?� T'•,° + +.+2 +.°2 !,P 's 0 o Dated April 46 1983 - STORM SEWER I I I I z� ,�, +a + +`'2@ > r C.F. H944694 > 9 +? �'r s 2 V H.C.O.P.R.R.P. WATER I I +d'z +?, 2O 7+y+2r •?J u'a I CAS ( ENTIX) I / ?O'D ., . 000 ggg�0@ OHE . _ OVERHEAD POWERUNES F'I'II I Ira .�' j �?J - -}- +l or o r- m S 'J> a (H.L. & P.),mNo +1 +12 +ar° n� I. Nu / ?, / +? +??s +?2J 0 2'° o z m iVl E =0 C.F. W36937 @i 2 rnow u x FAp� -ter+ J +jD \o� S 03002'51" E Coiled 0.204 Acre _-@ +2J +t? +2, !9 J 7.37 Eddie V Gray, Trustee to City of La Porte p + y +al ''2s 0 zu, D 2 z N Dated Dec. 22, . o z o m C.F. P019937 � H.C.O.P.R.R.P. , �\ < D I°i eo zana aia ss a o kn - o�� ono <M N 03°03'45' 4��J ?�` ♦�,� gN' I�Ja r m ?o $ +�2J +� x1 oral p 3 Tl m +P! +i!, +?2, L` O N O O , 2J 148. 00 �cl Do - J S 0915,59„ W o M" z !F+ • w t� Omom I O ° `.'Ci? 2@@. J = n G 01 > A ., Residue of Called 27.0567 Acreso - D G. Decker McKim, Trustee 1. LARRY P. DELANGE, R.P.L.S. AM REGISTERED UNDER THE LAWS OF THE STATE OF TEXAS TO to Eddie V. Gray, Trustee �T PRACTICE THE PROFESSION OF LAND SURVEYING AND HEREBY CERTIFY THE ABOVE PLAT.AND THAT ALL Dated July 31. 1990. (P BEARINGS, DISTANCES, ANGLES, CURVE RADIUSES. AND CENTRAL ANGLES ARE SHOWN ON THE PLAT. C.F. M761300, �ov � H.C.O.P.R.R.P. + +�! !F 03o 03,45, E �. +� +,2> +�, +!° @ 148.00' ano @ o GATE SURVEYED Il ZZ)44 ?/ `'os LARRY P. DELANGE iAISTSFIED PROFESSIONAL LAND SUIT OR No. 4678 , "Vs@ NOTES: 1. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OFA CURRENT TITLE REPORT. 2. DEED RESEARCH PERFORMED BY COBOURN LINSEISEN R RATCUFF, INC. AND MUSTANG ENGINEERING. 3. THE SUBJECT PROPERTY LIES WITHIN ZONE W(SHADED) AS PER F.EMA FLOOD RATE INSURANCE RATE MAP NO. 48MIC0940 J. DATED NOVEMBER 6, 1998. ZONE'X'(SHADED) IS DEFINED AS 'AREAS OF 600-YEAR FLOOD; AREAS OF 1OD-YEAR FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 100•YEAR FLOOD.• THIS FLOOD STATEMENT DOES NOT IMPLY THAT THE PROPERTYANDTOR STRUCTURES THEREON WILL BE FREE FROM FLOODING OR FLOOD DAMAGE THE FLOOD HAZARD AREA IS SUBJECT TO CHANGE AS DETAILED STUDIES OCCUR AND/OR AS WATERSHED OR CHANNEL CONDITIONS CHANGE. THIS FLOOD STATEMENT SHALL NOT CREATE LIABILITY ON THE PART OF THIS SURVEYOR 4. ALL BEARINGS ARE BASED UPON THE TEXAS STATE PLANE COORDINATE SYSTEM, SOUTH CENTRAL ZONE 6. MAJOR VISIBLE AND APPARENT IMPROVEMENTS ARE BEING SHOWN. NO ATTEMPT HAS BEEN MADE TO SHOW UNDERGROUND IMPROVEMENTS IF IN EXISTENCE. 6. THIS SURVEY DOES NOT PROVIDE ANY DETERMINATION CONCERNING WETLANDS, FAULT LINES, TOXIC WASTE, OR ANY OTHER ENVIRONMENTAL ISSUES. SUCH MATTERS SHOULD BE DIRECTED BY THE CLIENT OR PROSPECTIVE PURCHASER TO AN EXPERT CONSULTANT. T. ACREAGE AND SQUARE FOOTAGE AREAS SHOWN HEREON AND ON THE METES AND BOUNDS DESCRIPTIONS ARE BASED ON MATHEMATICAL CLOSURES USING THE BEARINGS AND DISTANCE CALLS AND DO NOT REPRESENT THE POSITIONAL ACCURACY OF THE BOUNDARY MONUMENTATION. METES AND BOUNDS DESCRIPTION 11.6733 ACRES OF LAND OUT OF WILLIAM JONES SURVEY, ABSTRACT 482 LA PORTE, HARRIS COUNTY, TEXAS 11.6733 acres (508,489 square feet) of land, being all of that certain tract of land, called 10.004 acres described in a dead from Eddie V. Gray Trustee and G. Decker Mc in, Trustee, to the La Porte Independent School District, dated March 23, 1979, recorded in Clarke File G036937, Official Records of Real Property of Harris County, Texas, (H.C.O.P.R.R.P.), and all of that certain tract of land called 1.6857 acres described in a deed from Eddie V. Gray, Trustee, to LaPorte Independent School District, recorded in C.F. S832056, H.C.O.P.R.R.P., and being more particularly described by metes and bounds as follows, all hearings and coordinates related to the Texas State Plane Coordinate System, South Central Zone (NAD 83): BEGINNING at a 518 Inch Iron rod set In the east line of Farrington Boulevard (100 feet wide) marking the northwest comer hereof and said original tract and the southwest comer of that certain tract described in a deed from Thomas J. Sills, at ux to Thomas G. Sills, at ux, dated June 29, 1983, recorded In Clerks File J029197, H.C.O.P.R.R.P., said point having coordinate values of X= 3,216,187.14 and Y=13,11ID9,974.32; THENCE, N 860 5W 010 E. a distance of 149.50 feet, along the north line hereof, to a 5/8" Iron rod found, as called, at a northeast comer hereof and the southeast comer of said Thomas G. Sills tract in the west line of that certain tract called 17,500 square foot tract described in a deed from Eddie V. Gray, Trustee, and G. Decker Mci ft Trustee, to Thomas Gregory Sills, at ux, dated June 11,1990, recorded in Clerks File M680230, H.C.O.P.R.R.P. and In a dead from Martha J. Sills to Thomas Gregory Sills, dated June 11,1990, recorded In Clerks File R571356, H.C.O.P.R.R.P.; THENCE, S 04.18' 5Z E, a distance of 15.10 feet to a 5/8" Iron rod found, as called, for an Interior comer hereof and the southwest comer of said called 17,500 square foot tract; THENCE, N 87.02' Ot• E, at a distance of 125.70 feet pass a 1/2 inch Iron rod found, as called for the southeast comer of said 17,500 square foot " tract an the southeast comer of that certain tract described in a deed from Sophia Varley, at at to Alfred Guerra, at ux, dated April 27, 1995, recorded in Clerks File R372085, H.C.O.P.R.R.P, and continue in all a distance of 467.68 feet to a drill hole made in concrete for the northeast comer hereof and the southeast comer of that certain tract of land described in a dead from Eddie V. Gray, Trustee, and G. Decker Mclam, Trustee, to the City of La Porte, dated April 28.1983; recorded in Clerks File H944694, H.C.O.P.R.R.P., in the west line of that certain tract of land, called 0.204 acre, described in a deed from Eddie V. Gray, Trustee, to the City of La Porte, dated December 22,1992, recorded in Clerks File P019937, H.C.O.P.R.R.P.; THENCE, S 03' 02' 510 E, a distance of 7.37 feet, along the east line hereof, to a 6/8 Inch Iron rod found, as called, for the southeast comer of said City of La Porte 0.204 acre tract and the lower northwest comer of said called 1.6857 acre tract contained herein; THENCE, N 860 4T 58" E, a distance of 60.00 feet along the south line of said called 0.204 acre tract and a north line hereof, to a 1/2 Inch Iron rod found, as called for the southeast comer of said called 0.204 acre tract and an interior comer hereof and of said called 1.6857 acre tract THENCE, N (i OT 45" W, a distance of 148.00 feet along a west line hereof and the east line of said called 0204 acre tract to a 1/21nch iron rod found, as called, in the south line of Spencer Highway, for the most northerly northwest comer hereof and of said called 1.6857 acre tract THENCE, N 8W 56' 15' E, a distance of 100.00 feet along the south line of Spencer Highway, to a 1/2 Inch iron rod found, as called, for the northeast comer hereof and of said 1.6857 acre tract, said comer also being a northwest comer of the residue of a tract, called 27.0567 (Tract 10). described in a deed from G. Decker McKim, Trustee, to Eddie V. Gray, Trustee, dated July 31, 1990, recorded In Clerks File M761300, H.C.O.P.R R.P.; THENCE, S 030 03' 45" E, a distance of 148.00 feet leaving the south line of Spencer Highway along the east line hereof, to a 112 Inch Iron rod found, as called for a comer in the east line hereof; THENCE, S 09015' 59" W, a distance of 750.24 feet continuing along the east line hereof to a 1/2 inch iron rod found for the southeast comer hereof, the southwest comer of said Gray residue tract the northwest comer of lot 7, Block 29, of Fairmont Park Section 4, as recorded In Volume 265, Page 5, of the Harris County Map Records, and the northeast comer of that certain tract of land called 6.498 acres,. described In a deed from W. T. Wren, Trustee, at at to Fairmont Park Baptist Church, dated March 31,1966, recorded in Clerks File C286980, H.C.O.P.R.R.P.; THENCE, along the southerly line hereof, along the are of a 3435.00 foot radius, non -tangent curve to the left, having a central angle of 09.51' 36", an arc length of 591.13 feet and a chord which bears N 880 OT 3T C, L 4- (� �l ry - �� 3 W, a distance of 590A0 feet to a 5/8 Inch iron rod found, as called, for % ! / comer, THENCE, S 860 W 350 W, a distance of 46.61 feet, to a 5/8 Inch iron rod 5 L� EE% y 0 T set for the southwest comer hereof and the northwest comer of said Baptist Church tract In the east line of said Farrington Boulevard; THENCE, along the east line of Farrington Boulevard, along the are of a 3325.00 radius curve to the left, having a central angle of 07. 26' Or, an arc length of 431 A9 feet, and a chord which bears, N 00. 37" 04" E, a distance of 431.18 feet to a 5/8 Inch Iron rod set for a point of tangency; THENCE, N 030 05' 590 W, a distance of 274.83 feet continuing along the east line of Farrington Boulevard to the POINT OF BEGINNING, delineating and encompassing within the metes recited a computed area of 11.6733 acres (508,489 square feet) of land. REV.11/2?!9B-UPDATED FIRM. arATEMENT • .. REV.71HU99-ADDITIONALTOPO, REV. 13OUNDARYTOSHOWAMMON OF CALLED 15M AC. TRACT Cobourn Linseisen & Ratcliff, Inc. CLR c3100ngNorth • surveyors • plonn L: •architects 13700 Northwest Freeway TEL: 462-0993 Houston , Texas 77040 Fax: 462-2732 3 i � I I i (" I I i - `.. i �� ! �� i /{�. f 3 " I I a z o I [S L!1 � a L' . L W ( Z �( �- i � c:� o o Z � a m 0 w i � � ¢ o 0 o � I` 0 0 a I' =-- ---� C I i � � w �z I � I5 a w o a w �¢ F � � � ,- � N "a z H Q a � � � to �a I f"'I o � i � � Ct Ct I U A � S z i M M N3� �a I � � ' �z�N; 4 ! i `',' i 1 I E 1 E i II m J I N G .� SRO ?J r 0] U U Z O V SRO. /p2 �2�2 �a Jam; F. �c' �2 Q23��`I110g i�IOSIJi�II�I2I�`� ( ' ooa Noal „Z/t 'ONj r V "� � a y,o J: r.U�p � N Vl O �0 � �2 °`' 20 N°'a ~ °'•a � GAOL � OUmM= d N �. ti U tp � O L O ca.a dm o�00 �°0 ��EEav ,o �g o 3�� U 0 BENCHMARK � EIEV.=28.38' (1973 ADJ.) FEMA RM 970 (NGS A 7189 1964) AT NORTHEAST CORNER OF INTERSECTION OF RED BLUFF ROAD AND FAIRMONT PARKWAY. T8M t EIEV.=22.00' IS A SOUARE CHISELLED IN NORTHWEST CORNER OF A HANDICAP RAMP NEAR THE SERVICE ENTRANCE AT THE SW COR OF THE MAIN SCHOOL BUILDING. LEGEND Q P.P. POWER POLE Q T.P. TRANSFORMER POLE � S/L STREET LIGHT � A/L AREA LIGHT D.G. DOWN GUY -¢J- F.H. FIRE HYDRANT W,V. WATER VALVE ' O W.M. WATER METER OO M.H. MANHOLE t C/O CLEAN OUT. mp SW9T ENCLOSURE LLIP PIPELINE MARKER O GM GAS METER GAS VALVE -'- SIGN POST TC TOP OF CURB G GUTTER UTILITY LEGEND SANITARY SEWER STORM SEWER WATER GAS (ENTEX ) OHE OVERHEAD POW'ERLINES (H.L & P.) COORDINATE LIST 1 N 10000.0000 E 10000.0000 2 N 10000.5947 E 10147.9988 3 N 9843.3440 E 10881.5785 N 999. 14 E .91.500 5 N 9929.97175 E 9991.73593 6 N 9950.03904 E 10011.66842 7 N 9980.03887 E 10011.56733 8 N 9981.30637 E 10221.43337 9 N 9950.30862 E 10091.66797 10 N 9953.03676 E 10154.94185 11 N 9955.73507 E 10218.21349 13 N 9858.8323 E 10675.7366 14 N 9834.4889 E 10695.4964 15 N 9834.5698 E 10720.5423 16 N 9604.9709 E 10696.4255 17 N 9646.7694 E 10783.7180 18 N 9629.5798 E 10762.9887 19 N 9609.0590 E 10722.9755 20 N 9636.0313 E 10721.3049 21 N 9687.9897 E 10721.1053 22 N 9734.3363 E 10720.9273 23 N 9296.6479 E 10697.6593 24 N 9296.6283 E 10691.6482 25 N 9279.6284 E 10691.7349 26 N 9279.1367 E 10519.8501 27 N 9292.1366 E 10519.8001` 28 N 9292.0966 E 10505.7980 29 N 9324.9955 E 10453.1720 30 N 9324.1569 E 10526.8481 31 N 9324.6079 E 10684.4977 32 N 9324.6197 E 10687.5520 33 N 9334.658U 7.5�5" 35 E 10833.3290 Isla Uuc:UMtn! ., Ittt rutAb-/;i9D;UESIGNS fNGORPpRATED HEREIN, AS AN IP•:'S_"IRUMEWT OF ERO�ESSIO^'.��L SERVICE, IS'r THE PRO!'c'RTY UF:;COBOURN LINSEISEN ANO RATCLIFF;tING"' AND IS NOT TO E'.��USE¢'!N WHOLE OR IN PART FORI'ACvY PROJECT WITHOUT? THE s'(Ri?TEN AUTHORISATION' OF C030URN- LINSEISEN AND RATCCIFF, r:,: EV PER N.C. COMMENTS 11/3/99 •,:.. �o �e �fiq�,h ��p�� . � � ®� F H��RADFORD,1lB,.•<• =YONaea.NN.AOiP. CNN �@�®.t•:�fB iu��: �� eFLc^ ��n • � ®��'"ems �` � '� ®® p1g..;EiE, ��a �`��1 ql � .: .• �� ••�G15'� � �� ••• 9p •••••• �.Q' F OF.jF'" ��/q�4q NEW D131VES AT �LEMENTAR� SCHOOLS; iAPORTE LSD RIZZUTO ELEMENTAL �CHOQ! � � DIMENSION Sl�i E �'I!:�I��„- � �5 Nf�T ``��F'�99- 8�37 d of � FII F N�_ ------------- UTILITY INFORMATION SHOWN HEREON IS BASED ON FIELD SURVEYS AND PLAN INFORMATION AVAILABLE TO THE ENGINEER. TO THE BEST OF THE ENGINEERS KNOWLEDGE THE INFORMATION IS COMPLETE AND CORRECT. OCCASIONALLY SOME UTILITY EXISTS WHICH FOR WHATEVER REASON IS NOT REFLECTED HEREON. TO INSURE THAT THE ENGINEER HAS ADEQUATE TIME TO RESOLVE ANY CONFLICTS OR SURPRISES THAT MAY BE ENCOUNTERED IT IS REQUESTED THAT THE PROJECT CONTRACTOR ANDDIG CONFIRM THAT ALL GRAVITY UTILITY ST TRENCHES VERY EARLY IN LINES AS DESIGNED WILL WORK. ANY CONFLICTS THAT MAY BE ENCOUNTERED ARE TO BE REPORTED TO THE ENGINEER FOR ASSISTANCE IN RESOLVING. IT IS IMPORTANT THAT THIS TEST TRENCH BE PERFORMED WELL BEFORE THE PLUMBING CONTRACTOR CONTEMPLATES CONSTRUCTING THE UTILITY SO THAT MAXIMUM DESIGN FLEXIBILITY EXISTS IN SOLVING THE CONFLICT- FAILURE TO PERFORM THIS TEST TRENCH AS REQUESTED WILL RESULT IN LOSS OF CONTRACTOR RIGHTS TO CLAIM ANY EXTRAS FOR LOST TIME ON THE PROJECT. LIKEWISE SHOULD THE CONTRACTOR START LAYING THE UTILITY FROM THE HIGH END AND SUBSEQUENTLY DISCOVER A CONFLICT AT THE STREET AND HAS NOT PERFORMED THE REQUESTED TEST TRENCH THEN IN THAT EVENT ALL EXTRA COSTS TO RESOLVE THE CONFLICT SHALL BE BORNE BY THE CONTRACTOR. NOTES: 1. MAXIMUM 2% SLOPE IN ANY DIRECTION IN AN ACCESSIBLE PARKING AREA. 2. MAXIMUM 5X SLOPE IN ANY DIRECTION OF TRAVEL ALONG A DESIGNATED ACCESSIBLE ROUTE NOTE: I. CONTRACTOR SHALL VERIFY ALL FLOWLINE ELEVATIONS 48 HOURS PRIOR TO COMMENCING ANY CONSTRUCTION. IF A DESCREPANCY IS DISCOVERED, THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY FOR INSTRUCTIONS. 2. REFER TO DETAIL SHEET FOR ADDITONAL NOTES AND INFORMATION. 3. OWNER TO OBTAIN ALL PERMITS REQUIRED BY HARRIS COUNTY,TEXAS PRIOR TO STARTING CONSTRUCTION OF UTILITY AND/OR CULVERTS WITHIN HARRIS COUNTY ROAD RIGHTS OF WAYS. 1 I 'i :1 120 Scate:41 3ENCHMARK ELEV.=25.38' (1973 ADJJ FEMA RM 970 (NGS A 1189 1964) AT NORTHEAST CORNER OF INTERSECTION OF RED BLUFF ROAD AND FAIRMONT PARKWAY. BM 1 ELEV.=22.00' 33 A SQUARE CHISELLED IN NORTHWEST CORNER OF A HANDICAP RAMP NEAR HE SERVICE ENTRANCE AT THE SW CDR OF THE MAIN SCHOOL BUILDING. LEGEND (D P.P. POWER POLE E) T.P. TRANSFORMER POLE CK S/L STREET LIGHT Oa A/L AREA LIGHT ^+ D.G. DOWN GUY -¢- F.H. FIRE HYDRANT f W.V. WATER VALVE O W.M. WATER METER 0 M.H. MANHOLE } C/O CLEAN OUT m SWBT ENCLOSURE (Pj - PIPELINE MARKER O GM GAS METER GAS VALVE SIGN POST TC TOP OF CURB G GUTTER UTILITY LEGEND SANITARY SEWER STORM SEWER WATER GAS ( ENTEX ) OHE OVERHEAD POWERLINES (H.L. & P.) JITHIN ZONE "X" AS PER F.E.M.A. FLOOD INSURANCE RATE MAP IVEMBER 11, 1996. ZONE "X" IS DEFINED IN THIS CASE AS SIDE 500—YEAR FLOODPLAIN." THIS FLOOD STATEMENT DOES AND/OR STRUCTURES THEREON WILL BE FREE FROM FLOODING HAZARD AREA IS SUBJECT TO CHANGE AS DETAILED STUDIES D OR CHANNEL CONDITIONS CHANGE. THIS FLOOD STATEMENT d THE PART OF THIS SURVEYOR. CTY APPROVING AUTHORITY CERTIFICATE certify that the City of La Porte, Te_,cas has to plan and development of — 13--Mt IA-M is conformance with the ordinances of the City of By: / Direct P1 Department r ourn Linseisen Ratcliff, Inc. ects . Civil Engineers Surveyors In Planners 3100 Northwest Fwy, Suite 300, Houston, Texas 77040 Phone: (713)462=U993 ■ Fix:(713j .462-2732 Ownlership of Pocurnents OCUMiNT ND THE .IDEAS'"ANDDESIGNS INCORPORATED , AS'AN•INSTRUMENT'OKPROFESSIQNtALSERVICE, IS OPERTY'OF,;COBOURN LINSEISEN AND RAICLIFF,�INe:.NOT TO tit USED. IN WHOLE OR IN PART FORA y PROJECT WITHOUT_.THts WRI'TEN AUTHORIZATION OF COBOURN LINSEISEN AND RATCLIri .,INC.. APPROVED: LorAisto-n'�t�C�ou- Date Approval implied for paving and drainage facilities within Harris Count; R.O.W. and/or jurisdiction. The above authorization is valid for one (1) year only.. REV PER H.C. COMMENTS 111 '5TV��` 9FL� i� I1 �9T`�ii: •�I,P� OF i.. k I NEW DRIVES AT cRIZ -UTi O)AND REID ELEMENTARY SCHOOLS, UIPORTE ISD CG p # 99 R1771 ELEMENSCHOOL 3 (0 -i�% GRADING AN9v ( OR-AINAGE BAN , FILE NO. F: \WORK\98-011-00\DWG\ENGINEERING\RIZ-BASE.DWG DATE 09/09/99 JOB :CIO. a 98-011— 00 DRAWN BY SHEET N0. VH CHECKED BY ql q. q' FH R SCALE ,tea SAWEDONr (Sff NOTE 1) r MIN HMAE EXONG ASPHALT EXLSTiNGCONCRETE BEND BACKSIEH.TO ORIGINAL SURFACINGPOSIRON SURFACE SURFACE ANDSPLNE NOTE 2) -"--+- - rr- r"-' .• •O• • O:.O.O O: •O.O` •O. '.O • '�• •O.P10.O :•O.O O: • O `O 'O.O. �'a+'-'s�� r^n- `--r-• VANYMIXIA .ta• _ . VIAVIMIA -'j;ii�3 c;i: `.._i 18' e05TIN6SUBGRADE 18• 15 � INS DEGRADE E BsrING r r ;:::::.< FLEXIBLE BASE :i;;:;t>;: <:i:�, BASE REPAIR SHALL BE MADE WITH SELECT B110Dil1 MATERIAL •.'.v tr °.-. FlEIIBLE BASE MATERIAL PER SPECHICATICUS :Y::: s:iiii,e;; A1PlA0:•D CONCRETE SHALL BE EDGEOFTRENCR EDGEOFTRENCH , II RDAo�WTTH ..... .: SPECIFICATIPIPE EMBEDMENT AND BAMLLPER " PIPE EMBEDMENT AND BACKFUL PER NOTE 3) DETAIITHISSHEET. DETAILTHISSHFEr. - VARIABLE FOR vEANDSPAaW OF REINFORCING VANABLE (SEE DETAIL THIS SHEET.) SECf10_. � SECTION. REPAIR OF FLEXIBLE BASE FLEXIBLE BASE PAVEMENT REPAIR OF REINFORCED CONCRETE PAVEMENT ABOVE SECTIONS BASED ON OTY OF HOUSrON DWG. No. 02902-01 DATED DULY-01-1997. CD-1 A Q 211)14 1. EXIUSE IS•OF RE[HF= Ni SMATPROPM .%WEDRXIff. E NO IENFORCNG sm BOSR, HORIZONTAL O IONTAL DOWELSS5. I'r"QALOOWesSHALLBE#-BATS,24^LON6, 24C{ DNl1ECAN0 ENR®DED 8' INTOTHE DEMEN OF THE E(ISTIIM SLAB. WIN RO ROC ORBBLAL. 2. E REDIFORCED CONCRETE IS OVERUWW WITH ASPHALT, �PRA[EWfIH r MO! NMACSUDEAON6. 1 CENTFA REIIDEXi@M RI SUB THIODIFSS as, 2„ 45• '2" DIA HOLE PAVING EXPANSION JOINT STEEL MEET A.S. STD EXPANSION JOINT TO PLACED AT SPECIFICATION FOR CONCRETE CRETE THE END OF EACH CURB RADIUS AND REINFORCING BARS. UNITS TO SPACED APPROXIMATELY 30' APART. N.T.S BE SPACED AT 22" O.C. • 8" Min. / 9" Max. NOTES FOR SEWERS UNDER PROPOSED PAVEMENT. A) 7" THICKNESS OF CEMENT -STABILIZED SAND PLACED BEFORE PIPE IS LAID. SHAPE SAND TO CONFORM TO BOTTOM OF PIPE. MAINTAIN 4" MINIMUM THICK- NESS OF SAND BELOW PIPE. TD-] B) CEMENT -STABILIZED SAND PLACED AFTER PIPE IS LAID, TO BE THOROUGHLY RODDED AND BROUGHT TO SPRINGLINE OF PIPE" C) P.V.C. PIPE: C INITIAL BACKFILL WHEN UNDER OR WITHIN 1' OF PROPOSED PAVING OR SIDEWALK, TO BE CEMENT- ts oo STABILIZED SAND, THOROUGHLY RODDED, BROUGHT B o`Pey TO 6" ABOVE PIPE. L5 C) R.C.P. PIPE: SAME AS D. A D) P.V.C. OR R.C.P. PIPE: N.T.S IF SECONDARY BACKFILL IS UNDER OR WITHIN 1' OF PROPOSED OR FUTURE PAVING, BACKFILL TO BE SANDY CLAY PLACED IN 8" LOOSE LIFTS AND COMPACTED BY LIFTS TO 95% OF THE STANDARD PROCTOR. SECONDARY BACKFILL TO BE FILLED NEXT DAY AFTER PIPE INSTALLATION. BACKFILL FOR UTILITY TRENCHES OUTSIDE THE PROPOSED OR FUTURE PAVING AREAS TO BE SELECT EARTH PLACED IN 8 INCH LOOSE LIFTS AND COMPACTED TO 90% STANDARD PROCTOR PER ASTM D 698. REFER TO ARCHITECT DRAWING AND GEOTECHNIAL REPORT FOR BACKFILL FOR UTILITY TRENCHES UNDER AND WITHIN 5' OF THE BUILDING FOOTPRINT. BEDDING & BACKFILLING DETAIL FOR SEWERS, WATER SERVICE LINES, AND FIRE LINES #4 Bars @ 24" O.C.E.W 3500 P.S.I. o Concrete Compressive Strenclth Q 28 Days ........ ............................. .. ..... �6" Subgrade To Be Stabilized w/6% Lime. Lo'l Site Geotechnical Consultant shall confirm / - stabilization requirment prior to placement of subgrade stabilization. Subgrade To Then Be Compacted To 95% Standard Proctor Density (ASTM 698) D = CONCRETE THICKNESS 5" FOR CAR PARKING 6" CAR DRIVEWAY CONTRACTOR SHALL PLACE PROPOSED PAVEMENT DIRECTLY ON SUBGRADE. SAND OR ANY OTHER FILLERS BETWEEN PROPOSED PAVEMENT AND COMPACTED SUBGRADE IS NOT ACCEPTABLE. CONCRETE PAVEMENT N. T. S. CD-1 CD-9A 3/4" REDWOOD 1/8" RADIUS (TYP .)� T/4 1/8" RADIUS (TYP.) EXP. JT. e o.. o.. 0 6„ 5, 6" PROP. 6" .... o........... �....... _o. A .... ....o..... o... CONC. CURB r' ��//,� ,✓/�//.�/.�� / �' /��/� �//�// PROP. TOP OF CURB #3 0 15" EACH WAY 3/4„ , SUBGRADE TO BE COMPACTED TO A 95% STANDARD PROCTOR DENSITY 6 p CONTRACTION JOINT EXPANSION JOINT SPACED EVERY 4' C-C SPACED EVERY 20' C-C 3" R PROP. TOP OF PAVEMENT CURB OPENING I CONCRETE SIDEWALK JOINT DETAILS N.T.S. N.T.S. CD-2 A - USE FOR ALL PROPOSED DRIVES ON CURBED TYPE STREETS NOTES FOR INLETS: R.O.W. LINE 1. GRATES AND FRAMES FOR INLETS TO BE HEAVY DUTY, VULCAN 3" CLEARANCE FOUNDARY (TEL. 1-800-MANHOLE) OR APPROVED EQUAL. PROP. saw 18" BACK OF 1" BOARD EXPANSION GENERAL NOTES 2" ALL INLETS TO BE CAST -IN -PLACE. IN UNPAVED AREAS, POUR cur EXISTING CURB OR 1/2" NON -EXTRUDING PREFORMED JOINT INLET WALLS TO TOP OF GRATE. 3. INLETS TO BE OF REINFORCED CONCRETE OR IF PRECAST, THE GUTTER LINE PROPOSED DRIVEWAY, SIDEWALK, CURB, GUTTER LINE AND GRADE SHALL EXISTING MATCH EXISTING STREET. T MITT TO THE ENGINEER FOR APPROVAL. PRECAST DESIGN N BE SUBMITTED 0]PAVEMENT 3" CLEARANCE 4. INLETS MAY BE CONSTRUCTED OF BRICK MEETING A.S.T.M. SPECIFICATION 2. PROPOSED SIDEWALK S SHALL BE CONSTRUCTED WITH PD/2 INCHES ESCEMENT THICK 7 Jig T THICK REINFORCED CONCRETE CONCRETE, 4 7/2 SACK CEMENT PER CUBIC YARD, 4 1/2 INCHES THICK C-32, GRADE NA. BRICK INLET WALLS TO BE A MINIMUM THICKNESS OF 8". 2 (SEE GENERAL NOTE #7) AND 4 FEET MINIMUM WIDTH. SEE DETAILS FOR ADDITIONAL INFORMATION. Do PLASTER INSIDE FACES OF WALLS WITH 1/2" MORTAR. CUT UNDER 6" COMPACT SUBGRADE TO 957. EXISTING STANDARD PROCTOR DENSITY 3. PROPOSED DRIVEWAY SHALL BE CONSTRUCTED WITH PORTLAND CEMENT N' HEAVY DUTY FRAMES AND GRATES PAVEMENT CONCRETE, 5 SACK CEMENT PER CUBIC YARD, 7 INCHES THICK, FROM - PROPOSED SAW UT TO RIGHT-OF-WAY LINE PROPERTY LINEN 0 PIPE DIAMETER DIMENSIONS VULCAN C X C FNORY, NO. 24" & SMALLER 30"X30" V-4880-3 30" 42"X42" V-5642 36" 48"X48" V-5648 CONC. PVMT. DUCTILE IRON GRATE CONC. PVMT. z NO.4 L BARS AT NO, 4 BARS AT a 15" C-C MAX. 12" C-C MAX. W W 18" DRAIN LINE 00 L BARS 6 INLET DETAIL N.T.S. NEW PAVEMENT 0 SED C 4. PROPOSED DRIVEWAY REINFORCING STEEL IS TO DE #4 DEFORMED REINFORCING BARS (ASTM A615 GRADE 60. UNLESS NOTED) SPACED FOR USE WITH CONCRETE OR ASPHALT CURBED TYPE STREETS AT 24 INCHES C.C., EACH WAY, WIN 10 INCHES MINIMUM LAP (6"x 12" W5 x W4 AS ALTERNATE) FROM PROPOSED SAW CUT TO RIGHT- OF-WAY LINE. B - USE FOR ALL PROPOSED EXISTING CURB REMOVAL 5. PROPOSED DRIVEWAY REINFORCING STEEL IS TO BE TIED TO EXISTING ROADWAY REINFORCING STEEL WITH A MINIMUM LAP OF 8 INCHES. WIDTH OF DRIVEWAY 6. MAINTAIN GUTTER LINE WITH FACE OF EXISTING CURB. 35' MAX. 7. SAW CUT EXISTING CURB AT EACH END AND KNOCK OUT CURB FROM BEGINNING TO END OF PROPOSED DRIVEWAY. / R.O.W. LINE S. SAW CUT EXISTING PAVEMENT A MINIMUM OF 12 INCHES AWAY FROM FACE OF CURD (GUTTER LINE) AND BREAK OUT TO EXPOSE EXISTING REINFORCEMENT STEEL. I" BOARD EXPANSION 9. COMPACT SUBGRADE FOR PROPOSED DRIVEWAY CONNECTION FROM OR 1/2' NON -EXTRUDING PROPOSED SAW CUT AT EXISTING PAVEMENT TO RIGHT-OF-WAY UNE, PREFORMED JOINT COMPACT TO 95% OF STANDARD PROCTOR DENSITY (t 2% OPT. MOISTURE). THE COUNTY ENGINEER RESERVES THE RIGHT TO REQUIRE LABORATORY TESTS TO BE CONDUCTED. DRIVEWAY RADIUS 5 FEET MINIMUM 10. IF MORE THAN ONE PROPOSED DRIVEWAY CONNECTION IS BUILT ON THE 15 FEET MAXIMUM BACK OF EXISTING SAME PROPERTY, SAID DRIVEWAYS SHALL BE SEPARATED BY A MINIMUM (TYP-) CURB (TYP.) DISTANCE OF 20 FEET (ROADWAYS WITH CURBS AND SIDEWALKS). 11. REINFORCING STEEL TO BE ELEVATED A MINIMUM OF 3" ABOVE 18" SUBGRADE. (3 INCH MANUFACTURED CHAIRS ARE REQUIRED WITH MAXIMUM SPACING OF 72 INCHES C/C EACH WAY). PROP. SAW CUT GUTTER LINE EXTEND EXISTING EXPANSION JOINT FROM STREET INTO PROPOSED DRIVEWAY, ONLY WHEN THERE IS AN EXISTING EXPANSION JOINT IN THE STREET AT THE PROPOSED ' DRIVEWAY INTERSECTION. ® CONCRETE DRIVE DETAIL N.T.S. NOTE: When concrete curb is to be placed on existing concrete base 1/2" dia. def. bars, 10" long, 24" C-C dowelled and set in sulfur, or quick setting cement. 6" 1 2" r I r-R .- 3•, Q 1 L Mortar finish not required when curb is poured by a machine, but curb will have the some outside dimensions. N.T.S. CD-9B Hot Mix L i VARIES (SEE PLAN) 1/2" SLOPE/FT.� i. 3F}i its-i:? ............. #3 @ 15" EACH WAY \CONTRACTOR TO COMPACT SUBGRADE TO 95% STD. PROCTOR DENSITY CONCRETE WALK DETAIL N.T.S. CD- 2A Q� Asphaltic Concrete p o 00 o c > �� 0 0 0 Prime Coat 0 Ono p Crushed Limestone O / r 8" Subgrade To Be Lime Stabilized w/6% Hydrated Lime. \� 5uograae io inen be t,ompactea To 95% Standard Proctor Density (ASTM D698) LIGHT DUTY HEAVY DUTY A N/A 2.0" B N/A 9.0" 095MMURNOM ® > W Z UJ CL D_ n w PROP. TOP OF PVMT. a 2" H.M.A.C. w = INSIDE PROPERTY LINE TYPE '0' p va a EXIST. ASPH. P EXIST. BASE 10" LIME STABILIZED 1-1/2" SACK CEMENT STABILIZED BASE SAND BACKFILL UNDER PROP. PROP. CULVERT DRIVE (SEE PLANS FOR NOTE) TYPICAL ASPHALT DRIVE ENTRANCE N.T.S. 5'-0 L S-O" 5,-0" PRO P. SIDEWALKI WHEEL CHAIR RAMP TO BE PAINTED SOLID RED. X w O 1 10 10:1 MAX. 10:1 MAX. DRIVE ---,, HANDICAP RAMPINTO SIDEWALK V❑ N.T.S. TOP OF CURB 2" 1 _ 12" M 2 R TOP CONC.- SLAB #4 / A.S.T.M. SPEC. NO.- A-615-68 GRADE 40 DEF. TYPICAL CONCRETE CURB REINFORCING CD-9F N.T.S. GENERAL NOTES: 1. Topographic information taken from survey prepared by Cobourn, Linsiesen & Ratcliff, Inc. 2. Site Plan furnished by Architect. 3. Contractor to obtain all permits" 4. Expansion joint layout for reinforced concrete to be furnished by contractor for review by the engineer and is to comply with the following: a. Expansion joints to terminate perpendicular to pavement edges. b. Maximum surface area surrounded by expansion joints and pavement edges to be 900 sq. ft. maximum spacing of expansion joints to be 40 feet in any direction. c. No joints within 5 feet of a propsed inlet, juction box or manhole. d. All joints to be filled with an elstomeric joint sealant. e. Refer to civil detail for pavement and load transfer device details. 5. Locations of utilities have been shown based on the best information available at the time these plans were prepared; the Owner, Architect, Engineer and the Harris County assume no responsibility for the accuracy of or for the inadvertent omission thereof. It shall be the Contractor's responsibility to verify the location and depth of all utilities and to contact all public and/or private utilities serving the area to determine the present extent of their facilities before beginning work. Contractor to provide adequate protection of the facilities during the course of the work. 6. Contractor shall provide sheeting, shoring and bracing as necessary to protect workmen and existing utilities during all phases of construction. At all times, Contractor shall odhere to the requirements of OSHA for trenching and excavation. Fill shall be placed in non -compacted layers not to exceed 8" in depth and each layer shall be compacted to not less than 95% of std. Proctor density as per Std. AASHO methods. 7. When excavating and placing fill for the building pad, Contractor shall extend oil fill activities 5 feet post the actual edge of the building, except in areas within 5 feet of the property line. 8. All work to be completed to the satisfaction of the Owner and all governmental agencies having jurisdiction. All construction methods and operations must be done in such a manner as to protect oil adjacent building and site elements. Any existing elements damaged during construction must be repaired at Contractors sole expense. vMT. g• Contractor to refer to the plumbing drawings for actual location of all utilities entering the building. 10. The work area shall be barricaded and illuminated during darkness and periods of inactivity, when in an area of direct public access. Contractor to provide and install traffic control devices in conformance with Part IV of the "Texas Manual on Uniform Traffic Control Devices" (Texas MUTCD most recent edition as revised) during construction. 1 Installation of site utilities shall be in accordance with the Harris County requirements and specifications as currently amended Where discrepancies between these plans and the Harris County requirements exist, Contractor shall contact the Engineer for direction. 12. Contractor to maintain a minimum of 6" clearance at crossing epoints between proposed and existing utilities. 13. Contractor to maintain adequate drainage at all times during construction. Any drainage ditch or structure disturbed during construction shall be restored to the satisfaction of the owning authority. All construction stormwoter runoff shall comply with the National Pollutant Discharge Elimination System (NPDES) requirements. 14. Fiowline elevations are based on lengths between manhole, inlet or junction box vertical centerlines. 15. Excavations for inlets, junction boxes or manholes in paved areas, and within 5 feet of such inlets, junction boxes or manholes, to be bockfilled with cement stabilized sand (100 psi compressive strength at 48 hours) and thoroughly rodded to eliminate voids. Sitework to conform to requirements of geotechnicai report for this site. 16. Contractor to verify location and elevation of existing facilities prior to construction of proposed facilities. 17. Slope uniformly between elevations shown. Any changes to alignments or grodes of proposed facilities must be approved by the Engineer prior to construction. 18. Unless otherwise noted, finished' elevations at property line shall be equal to existing elevations. 19. For those areas on the site that ore not covered by paving or building and are not specifically covered within the landscaping plans, Contractor shall hydromulch with Bermuda seed. Prior to acceptance by the Owner, those areas are to have a good stand of gross. 20. Refer to pavement details and Project specifications for requirements relating to site preparation, placement of fill and treatment of subgrade. Contractor shall confirm requirement with Geotechnical Testing Laboratory prior to placement of subgrade preparation. 21. Refer to Architectural and M.E.P. drawings and project specifications for additional information. 22. Contractor to provide an accurate Record drawing to owner upon completion of sitework. 23. Contractor to provide any Dewotering equipment and labor necessary for truction of sitework. 24. ntractor obtain rmits required b Regulation of City of LaPorte, Harris County for Fio I o gemen nd of a ermits required by Harris Count prior to stor ng co struction. 25. Owner to obtain all permits required b Harris County, Texas prior to starting construction of utility and/or culverts within county roads ® rights of way. i r r� i Cobourn Lh seisen & Ratcliff, Inc. Architects .Civil Engin®ers purveyors Planners 13100 Northwest Fwy,-_Suite 500, Houston, Texas 77040 Phone: (713) 462-09p., ■ Fax: (713) 462-2732 Omedlillp of'Documell THIS DOCUMENT A _ 4 r!,,E IDEAS ANP DESIGNS" INCORPORATED HEREIN, AS AN IN,1i•AENT OF PROFESSIONAL SERVICE. IS THE PROPERTY OF° LOBO RN LINStl$EN AND RATCUFF; INC. AND IS NOT TO BL` USED, IN .WHOLC OR IN PART FOR ANY _ ' PROJECT WITHOUT THE WRITTEN :AUTHORIZATION OF COBOURN'? LINSEISEN AND RATc:LIFF, INC.. SPECIAL NOTE: Contractor must provide trench safety system conforming to or exceeding the requirements of O.S.H.A. Safety and Health Regulations, Port 1926, Subpart P as published in the Federal Register Vol. 54, No. ,09, Doted October'41, 1989, and as required by State of Texas Statutes. PRIVATE UTILITY NOTES: 1. Location of Entex facilities (to include Unit Gas Transmission, and/or Industrial Cos Supply Corporation where applicable) are shown in an approximate location only. Contractor to contact the Utility Coordinating Committee at 223-4567 or 1-800-669-8344 a minimum of 48 hours prior to construction to have utilities field located. Contractor to determine the exact location before commencing work and agree to be fully responsible for any damages caused by his failure to exactly locate and preserve these underground facilities. Contractor to maintain 1' (min.) clearance from Entex facilities. Contractor will be responsible for any charges to relocate any Entex facilities. 2. Contractor must comply with State of Texas Law, Art. 1436c, prohibiting any activity within six feet of an energized overhead power line, and Federal Regulations, Title 29, Part 1910.180(i) and Part 1926.550(a)(15), requiring a minimum clearance of 10 feet from all overhead power line facilities. Contractor to be responsible for the safety of workers under these laws and the liabilities as stated therein. 3. The Telephone Company facilities are shown in approximate locations only. Contractor to determine the exact locations before commencing work. Contractor agrees to be fully responsible for any and all damages which might be occasioned by his failure to exactly locate and preserve these underground utilities. STORM DRAIN NOTES: 1. Materials and construction for storm drains and inlets to conform to City of LaPorte requirements. 2. Drain lines 15" diameter and smaller to be P.V.C. per ASTM D 3034, SDR-26, with compression type elostomeric gasket joints. 3. Inlets in paved areas to be cast -in -place of reinforced concrete, brick or precast concrete inlets as approved by the Engineer, with heavy duty frames and grates. 4. Bedding and backfilling to be in accordance with Detail this sheet. PAVING NOTES: 1" Materials and construction for on -site paving to conform to City of LaPorte requirements. 2. Refer to site Geotechnical Engineer and Project specifications for requirements relating to site preparation, placement of fill and treatment of subgrade. 3. Slope pavement uniformly between elevations shown. Any field change to finished pavement elevations to maintain 0.5% (Minimum) grade. 4. Expansion Joint Layout per drawings: a. All joints to be filled with an elostomeric joint sealant. b. Refer to civil detail for pavement and load transfer device details. ENTEX NOTE: CAUTION: UNDERGROUND GAS FACILITIES: LOCATION OF ENTEX MAIN LINES (TO INCLUDE UNIT GAS TRANSMISSION AND/OR INDUSTRIAL GAS SUPPLY CORPORATION WHERE APPLICABLE) ARE SHOWN IN AN APPROXIMATE LOCATION ONLY. SERVICE LINES ARE USUALLY NOT SHOWN. THE CONTRACTOR SHALL CONTACT THE UTILITY COORDINATING COMMITTEE AT 223-4567 OR 1-800-669-8344 A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION TO HAVE MAIN AND SERVICE LINES FIELD LOCATED. CONTRACTOR SHALL DETERMINE THE EXACT LOCATION LOCATION BEFORE COMMENCING WORK AND AGREE TO BE FULLY RESPONSIBLE FOR ANY DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE 'THESE UNDERGROUND FACILITIES. S.W.B.T. NOTE: SOUTHWESTERN BELL TELEPHONE CO. FACILITIES ARE SHOWN IN APPROXIMATE LOCATIONS ONLY. CONTRACTOR TO DETERMINE THE EXACT LOCATIONS BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND UTILITIES. H.L.&P. NOTE: -WARNING- OVERHEAD LINES MAY EXIST ON THE PROPERTY. WE HAVE NOT ATTEMPTED TO MARK THOSE LINES SINCE THEY ARE CLEARLY VISIBLE, BUT YOU SHOULD LOCATE THEM PRIOR TO BEGINNING ANY CONSTRUCTION. TEXAS LAW, SECTION 752, HEALTH & SAFETY CODE, FORBIDS ALL ACTIVITIES IN WHICH PERSONS OR THINGS MAY COME WITHIN SIX (6) FEET OF LIVE OVERHEAD HIGH VOLTAGE LINES. CONTRACTORS AND OWNERS ARE LEGALLY RESPONSIBLE FOR SAFETY OF CONSTRUCTION WORKERS UNDER THIS LAW. THIS LAW CARRIES BOTH CRIMINAL AND CIVIL LIABILITY" TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL H.L.&P. AT 207-7777. NEW DRIVES AT .RIZZTO AND REID ELEMENTARY SCHOOLS CAP # 9 9-7 s H;Et-_ 7- RIZZUTO AND �(v f 5z REID ELEMENTARY SCHOOL DETAIL SHEET FILE NO. F: \WORK\98-01 1 -00\DWG\ENGINEERING\REID-DET.DWG DATE JOB NO. 09/09/99 98-011-00 DRAWN BY -SH ET 'NO. m VI1 a CHECKED BY FHR. �Ra SC, E `�. NTS l j N x PAVING EXPANSION JOINT STEEL MEET A.S. STD EXPANSION JOINT TO PLACED AT SPECIFICATION FOR CONCRETE CRETE THE END OF EACH CURB RADIUS AND REINFORCING BARS. UNITS TO SPACED APPROXIMATELY 30' APART. N.T.S BE SPACED AT 22" O.C. • 8" Min. / 9" Max. NOTES FOR SEWERS UNDER PROPOSED PAVEMENT. A) 7" THICKNESS OF CEMENT -STABILIZED SAND PLACED BEFORE PIPE IS LAID. SHAPE SAND TO CONFORM TO BOTTOM OF PIPE. MAINTAIN 4" MINIMUM THICK- NESS OF SAND BELOW PIPE. TD-] B) CEMENT -STABILIZED SAND PLACED AFTER PIPE IS LAID, TO BE THOROUGHLY RODDED AND BROUGHT TO SPRINGLINE OF PIPE" C) P.V.C. PIPE: C INITIAL BACKFILL WHEN UNDER OR WITHIN 1' OF PROPOSED PAVING OR SIDEWALK, TO BE CEMENT- ts oo STABILIZED SAND, THOROUGHLY RODDED, BROUGHT B o`Pey TO 6" ABOVE PIPE. L5 C) R.C.P. PIPE: SAME AS D. A D) P.V.C. OR R.C.P. PIPE: N.T.S IF SECONDARY BACKFILL IS UNDER OR WITHIN 1' OF PROPOSED OR FUTURE PAVING, BACKFILL TO BE SANDY CLAY PLACED IN 8" LOOSE LIFTS AND COMPACTED BY LIFTS TO 95% OF THE STANDARD PROCTOR. SECONDARY BACKFILL TO BE FILLED NEXT DAY AFTER PIPE INSTALLATION. BACKFILL FOR UTILITY TRENCHES OUTSIDE THE PROPOSED OR FUTURE PAVING AREAS TO BE SELECT EARTH PLACED IN 8 INCH LOOSE LIFTS AND COMPACTED TO 90% STANDARD PROCTOR PER ASTM D 698. REFER TO ARCHITECT DRAWING AND GEOTECHNIAL REPORT FOR BACKFILL FOR UTILITY TRENCHES UNDER AND WITHIN 5' OF THE BUILDING FOOTPRINT. BEDDING & BACKFILLING DETAIL FOR SEWERS, WATER SERVICE LINES, AND FIRE LINES #4 Bars @ 24" O.C.E.W 3500 P.S.I. o Concrete Compressive Strenclth Q 28 Days ........ ............................. .. ..... �6" Subgrade To Be Stabilized w/6% Lime. Lo'l Site Geotechnical Consultant shall confirm / - stabilization requirment prior to placement of subgrade stabilization. Subgrade To Then Be Compacted To 95% Standard Proctor Density (ASTM 698) D = CONCRETE THICKNESS 5" FOR CAR PARKING 6" CAR DRIVEWAY CONTRACTOR SHALL PLACE PROPOSED PAVEMENT DIRECTLY ON SUBGRADE. SAND OR ANY OTHER FILLERS BETWEEN PROPOSED PAVEMENT AND COMPACTED SUBGRADE IS NOT ACCEPTABLE. CONCRETE PAVEMENT N. T. S. CD-1 CD-9A 3/4" REDWOOD 1/8" RADIUS (TYP .)� T/4 1/8" RADIUS (TYP.) EXP. JT. e o.. o.. 0 6„ 5, 6" PROP. 6" .... o........... �....... _o. A .... ....o..... o... CONC. CURB r' ��//,� ,✓/�//.�/.�� / �' /��/� �//�// PROP. TOP OF CURB #3 0 15" EACH WAY 3/4„ , SUBGRADE TO BE COMPACTED TO A 95% STANDARD PROCTOR DENSITY 6 p CONTRACTION JOINT EXPANSION JOINT SPACED EVERY 4' C-C SPACED EVERY 20' C-C 3" R PROP. TOP OF PAVEMENT CURB OPENING I CONCRETE SIDEWALK JOINT DETAILS N.T.S. N.T.S. CD-2 A - USE FOR ALL PROPOSED DRIVES ON CURBED TYPE STREETS NOTES FOR INLETS: R.O.W. LINE 1. GRATES AND FRAMES FOR INLETS TO BE HEAVY DUTY, VULCAN 3" CLEARANCE FOUNDARY (TEL. 1-800-MANHOLE) OR APPROVED EQUAL. PROP. saw 18" BACK OF 1" BOARD EXPANSION GENERAL NOTES 2" ALL INLETS TO BE CAST -IN -PLACE. IN UNPAVED AREAS, POUR cur EXISTING CURB OR 1/2" NON -EXTRUDING PREFORMED JOINT INLET WALLS TO TOP OF GRATE. 3. INLETS TO BE OF REINFORCED CONCRETE OR IF PRECAST, THE GUTTER LINE PROPOSED DRIVEWAY, SIDEWALK, CURB, GUTTER LINE AND GRADE SHALL EXISTING MATCH EXISTING STREET. T MITT TO THE ENGINEER FOR APPROVAL. PRECAST DESIGN N BE SUBMITTED 0]PAVEMENT 3" CLEARANCE 4. INLETS MAY BE CONSTRUCTED OF BRICK MEETING A.S.T.M. SPECIFICATION 2. PROPOSED SIDEWALK S SHALL BE CONSTRUCTED WITH PD/2 INCHES ESCEMENT THICK 7 Jig T THICK REINFORCED CONCRETE CONCRETE, 4 7/2 SACK CEMENT PER CUBIC YARD, 4 1/2 INCHES THICK C-32, GRADE NA. BRICK INLET WALLS TO BE A MINIMUM THICKNESS OF 8". 2 (SEE GENERAL NOTE #7) AND 4 FEET MINIMUM WIDTH. SEE DETAILS FOR ADDITIONAL INFORMATION. Do PLASTER INSIDE FACES OF WALLS WITH 1/2" MORTAR. CUT UNDER 6" COMPACT SUBGRADE TO 957. EXISTING STANDARD PROCTOR DENSITY 3. PROPOSED DRIVEWAY SHALL BE CONSTRUCTED WITH PORTLAND CEMENT N' HEAVY DUTY FRAMES AND GRATES PAVEMENT CONCRETE, 5 SACK CEMENT PER CUBIC YARD, 7 INCHES THICK, FROM - PROPOSED SAW UT TO RIGHT-OF-WAY LINE PROPERTY LINEN 0 PIPE DIAMETER DIMENSIONS VULCAN C X C FNORY, NO. 24" & SMALLER 30"X30" V-4880-3 30" 42"X42" V-5642 36" 48"X48" V-5648 CONC. PVMT. DUCTILE IRON GRATE CONC. PVMT. z NO.4 L BARS AT NO, 4 BARS AT a 15" C-C MAX. 12" C-C MAX. W W 18" DRAIN LINE 00 L BARS 6 INLET DETAIL N.T.S. NEW PAVEMENT 0 SED C 4. PROPOSED DRIVEWAY REINFORCING STEEL IS TO DE #4 DEFORMED REINFORCING BARS (ASTM A615 GRADE 60. UNLESS NOTED) SPACED FOR USE WITH CONCRETE OR ASPHALT CURBED TYPE STREETS AT 24 INCHES C.C., EACH WAY, WIN 10 INCHES MINIMUM LAP (6"x 12" W5 x W4 AS ALTERNATE) FROM PROPOSED SAW CUT TO RIGHT- OF-WAY LINE. B - USE FOR ALL PROPOSED EXISTING CURB REMOVAL 5. PROPOSED DRIVEWAY REINFORCING STEEL IS TO BE TIED TO EXISTING ROADWAY REINFORCING STEEL WITH A MINIMUM LAP OF 8 INCHES. WIDTH OF DRIVEWAY 6. MAINTAIN GUTTER LINE WITH FACE OF EXISTING CURB. 35' MAX. 7. SAW CUT EXISTING CURB AT EACH END AND KNOCK OUT CURB FROM BEGINNING TO END OF PROPOSED DRIVEWAY. / R.O.W. LINE S. SAW CUT EXISTING PAVEMENT A MINIMUM OF 12 INCHES AWAY FROM FACE OF CURD (GUTTER LINE) AND BREAK OUT TO EXPOSE EXISTING REINFORCEMENT STEEL. I" BOARD EXPANSION 9. COMPACT SUBGRADE FOR PROPOSED DRIVEWAY CONNECTION FROM OR 1/2' NON -EXTRUDING PROPOSED SAW CUT AT EXISTING PAVEMENT TO RIGHT-OF-WAY UNE, PREFORMED JOINT COMPACT TO 95% OF STANDARD PROCTOR DENSITY (t 2% OPT. MOISTURE). THE COUNTY ENGINEER RESERVES THE RIGHT TO REQUIRE LABORATORY TESTS TO BE CONDUCTED. DRIVEWAY RADIUS 5 FEET MINIMUM 10. IF MORE THAN ONE PROPOSED DRIVEWAY CONNECTION IS BUILT ON THE 15 FEET MAXIMUM BACK OF EXISTING SAME PROPERTY, SAID DRIVEWAYS SHALL BE SEPARATED BY A MINIMUM (TYP-) CURB (TYP.) DISTANCE OF 20 FEET (ROADWAYS WITH CURBS AND SIDEWALKS). 11. REINFORCING STEEL TO BE ELEVATED A MINIMUM OF 3" ABOVE 18" SUBGRADE. (3 INCH MANUFACTURED CHAIRS ARE REQUIRED WITH MAXIMUM SPACING OF 72 INCHES C/C EACH WAY). PROP. SAW CUT GUTTER LINE EXTEND EXISTING EXPANSION JOINT FROM STREET INTO PROPOSED DRIVEWAY, ONLY WHEN THERE IS AN EXISTING EXPANSION JOINT IN THE STREET AT THE PROPOSED ' DRIVEWAY INTERSECTION. ® CONCRETE DRIVE DETAIL N.T.S. NOTE: When concrete curb is to be placed on existing concrete base 1/2" dia. def. bars, 10" long, 24" C-C dowelled and set in sulfur, or quick setting cement. 6" 1 2" r I r-R .- 3•, Q 1 L Mortar finish not required when curb is poured by a machine, but curb will have the some outside dimensions. N.T.S. CD-9B Hot Mix L i VARIES (SEE PLAN) 1/2" SLOPE/FT.� i. 3F}i its-i:? ............. #3 @ 15" EACH WAY \CONTRACTOR TO COMPACT SUBGRADE TO 95% STD. PROCTOR DENSITY CONCRETE WALK DETAIL N.T.S. CD- 2A Q� Asphaltic Concrete p o 00 o c > �� 0 0 0 Prime Coat 0 Ono p Crushed Limestone O / r 8" Subgrade To Be Lime Stabilized w/6% Hydrated Lime. \� 5uograae io inen be t,ompactea To 95% Standard Proctor Density (ASTM D698) LIGHT DUTY HEAVY DUTY A N/A 2.0" B N/A 9.0" 095MMURNOM ® > W Z UJ CL D_ n w PROP. TOP OF PVMT. a 2" H.M.A.C. w = INSIDE PROPERTY LINE TYPE '0' p va a EXIST. ASPH. P EXIST. BASE 10" LIME STABILIZED 1-1/2" SACK CEMENT STABILIZED BASE SAND BACKFILL UNDER PROP. PROP. CULVERT DRIVE (SEE PLANS FOR NOTE) TYPICAL ASPHALT DRIVE ENTRANCE N.T.S. 5'-0 L S-O" 5,-0" PRO P. SIDEWALKI WHEEL CHAIR RAMP TO BE PAINTED SOLID RED. X w O 1 10 10:1 MAX. 10:1 MAX. DRIVE ---,, HANDICAP RAMPINTO SIDEWALK V❑ N.T.S. TOP OF CURB 2" 1 _ 12" M 2 R TOP CONC.- SLAB #4 / A.S.T.M. SPEC. NO.- A-615-68 GRADE 40 DEF. TYPICAL CONCRETE CURB REINFORCING CD-9F N.T.S. GENERAL NOTES: 1. Topographic information taken from survey prepared by Cobourn, Linsiesen & Ratcliff, Inc. 2. Site Plan furnished by Architect. 3. Contractor to obtain all permits" 4. Expansion joint layout for reinforced concrete to be furnished by contractor for review by the engineer and is to comply with the following: a. Expansion joints to terminate perpendicular to pavement edges. b. Maximum surface area surrounded by expansion joints and pavement edges to be 900 sq. ft. maximum spacing of expansion joints to be 40 feet in any direction. c. No joints within 5 feet of a propsed inlet, juction box or manhole. d. All joints to be filled with an elstomeric joint sealant. e. Refer to civil detail for pavement and load transfer device details. 5. Locations of utilities have been shown based on the best information available at the time these plans were prepared; the Owner, Architect, Engineer and the Harris County assume no responsibility for the accuracy of or for the inadvertent omission thereof. It shall be the Contractor's responsibility to verify the location and depth of all utilities and to contact all public and/or private utilities serving the area to determine the present extent of their facilities before beginning work. Contractor to provide adequate protection of the facilities during the course of the work. 6. Contractor shall provide sheeting, shoring and bracing as necessary to protect workmen and existing utilities during all phases of construction. At all times, Contractor shall odhere to the requirements of OSHA for trenching and excavation. Fill shall be placed in non -compacted layers not to exceed 8" in depth and each layer shall be compacted to not less than 95% of std. Proctor density as per Std. AASHO methods. 7. When excavating and placing fill for the building pad, Contractor shall extend oil fill activities 5 feet post the actual edge of the building, except in areas within 5 feet of the property line. 8. All work to be completed to the satisfaction of the Owner and all governmental agencies having jurisdiction. All construction methods and operations must be done in such a manner as to protect oil adjacent building and site elements. Any existing elements damaged during construction must be repaired at Contractors sole expense. vMT. g• Contractor to refer to the plumbing drawings for actual location of all utilities entering the building. 10. The work area shall be barricaded and illuminated during darkness and periods of inactivity, when in an area of direct public access. Contractor to provide and install traffic control devices in conformance with Part IV of the "Texas Manual on Uniform Traffic Control Devices" (Texas MUTCD most recent edition as revised) during construction. 1 Installation of site utilities shall be in accordance with the Harris County requirements and specifications as currently amended Where discrepancies between these plans and the Harris County requirements exist, Contractor shall contact the Engineer for direction. 12. Contractor to maintain a minimum of 6" clearance at crossing epoints between proposed and existing utilities. 13. Contractor to maintain adequate drainage at all times during construction. Any drainage ditch or structure disturbed during construction shall be restored to the satisfaction of the owning authority. All construction stormwoter runoff shall comply with the National Pollutant Discharge Elimination System (NPDES) requirements. 14. Fiowline elevations are based on lengths between manhole, inlet or junction box vertical centerlines. 15. Excavations for inlets, junction boxes or manholes in paved areas, and within 5 feet of such inlets, junction boxes or manholes, to be bockfilled with cement stabilized sand (100 psi compressive strength at 48 hours) and thoroughly rodded to eliminate voids. Sitework to conform to requirements of geotechnicai report for this site. 16. Contractor to verify location and elevation of existing facilities prior to construction of proposed facilities. 17. Slope uniformly between elevations shown. Any changes to alignments or grodes of proposed facilities must be approved by the Engineer prior to construction. 18. Unless otherwise noted, finished' elevations at property line shall be equal to existing elevations. 19. For those areas on the site that ore not covered by paving or building and are not specifically covered within the landscaping plans, Contractor shall hydromulch with Bermuda seed. Prior to acceptance by the Owner, those areas are to have a good stand of gross. 20. Refer to pavement details and Project specifications for requirements relating to site preparation, placement of fill and treatment of subgrade. Contractor shall confirm requirement with Geotechnical Testing Laboratory prior to placement of subgrade preparation. 21. Refer to Architectural and M.E.P. drawings and project specifications for additional information. 22. Contractor to provide an accurate Record drawing to owner upon completion of sitework. 23. Contractor to provide any Dewotering equipment and labor necessary for truction of sitework. 24. ntractor obtain rmits required b Regulation of City of LaPorte, Harris County for Fio I o gemen nd of a ermits required by Harris Count prior to stor ng co struction. 25. Owner to obtain all permits required b Harris County, Texas prior to starting construction of utility and/or culverts within county roads ® rights of way. i r r� i Cobourn Lh seisen & Ratcliff, Inc. Architects .Civil Engin®ers purveyors Planners 13100 Northwest Fwy,-_Suite 500, Houston, Texas 77040 Phone: (713) 462-09p., ■ Fax: (713) 462-2732 Omedlillp of'Documell THIS DOCUMENT A _ 4 r!,,E IDEAS ANP DESIGNS" INCORPORATED HEREIN, AS AN IN,1i•AENT OF PROFESSIONAL SERVICE. IS THE PROPERTY OF° LOBO RN LINStl$EN AND RATCUFF; INC. AND IS NOT TO BL` USED, IN .WHOLC OR IN PART FOR ANY _ ' PROJECT WITHOUT THE WRITTEN :AUTHORIZATION OF COBOURN'? LINSEISEN AND RATc:LIFF, INC.. SPECIAL NOTE: Contractor must provide trench safety system conforming to or exceeding the requirements of O.S.H.A. Safety and Health Regulations, Port 1926, Subpart P as published in the Federal Register Vol. 54, No. ,09, Doted October'41, 1989, and as required by State of Texas Statutes. PRIVATE UTILITY NOTES: 1. Location of Entex facilities (to include Unit Gas Transmission, and/or Industrial Cos Supply Corporation where applicable) are shown in an approximate location only. Contractor to contact the Utility Coordinating Committee at 223-4567 or 1-800-669-8344 a minimum of 48 hours prior to construction to have utilities field located. Contractor to determine the exact location before commencing work and agree to be fully responsible for any damages caused by his failure to exactly locate and preserve these underground facilities. Contractor to maintain 1' (min.) clearance from Entex facilities. Contractor will be responsible for any charges to relocate any Entex facilities. 2. Contractor must comply with State of Texas Law, Art. 1436c, prohibiting any activity within six feet of an energized overhead power line, and Federal Regulations, Title 29, Part 1910.180(i) and Part 1926.550(a)(15), requiring a minimum clearance of 10 feet from all overhead power line facilities. Contractor to be responsible for the safety of workers under these laws and the liabilities as stated therein. 3. The Telephone Company facilities are shown in approximate locations only. Contractor to determine the exact locations before commencing work. Contractor agrees to be fully responsible for any and all damages which might be occasioned by his failure to exactly locate and preserve these underground utilities. STORM DRAIN NOTES: 1. Materials and construction for storm drains and inlets to conform to City of LaPorte requirements. 2. Drain lines 15" diameter and smaller to be P.V.C. per ASTM D 3034, SDR-26, with compression type elostomeric gasket joints. 3. Inlets in paved areas to be cast -in -place of reinforced concrete, brick or precast concrete inlets as approved by the Engineer, with heavy duty frames and grates. 4. Bedding and backfilling to be in accordance with Detail this sheet. PAVING NOTES: 1" Materials and construction for on -site paving to conform to City of LaPorte requirements. 2. Refer to site Geotechnical Engineer and Project specifications for requirements relating to site preparation, placement of fill and treatment of subgrade. 3. Slope pavement uniformly between elevations shown. Any field change to finished pavement elevations to maintain 0.5% (Minimum) grade. 4. Expansion Joint Layout per drawings: a. All joints to be filled with an elostomeric joint sealant. b. Refer to civil detail for pavement and load transfer device details. ENTEX NOTE: CAUTION: UNDERGROUND GAS FACILITIES: LOCATION OF ENTEX MAIN LINES (TO INCLUDE UNIT GAS TRANSMISSION AND/OR INDUSTRIAL GAS SUPPLY CORPORATION WHERE APPLICABLE) ARE SHOWN IN AN APPROXIMATE LOCATION ONLY. SERVICE LINES ARE USUALLY NOT SHOWN. THE CONTRACTOR SHALL CONTACT THE UTILITY COORDINATING COMMITTEE AT 223-4567 OR 1-800-669-8344 A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION TO HAVE MAIN AND SERVICE LINES FIELD LOCATED. CONTRACTOR SHALL DETERMINE THE EXACT LOCATION LOCATION BEFORE COMMENCING WORK AND AGREE TO BE FULLY RESPONSIBLE FOR ANY DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE 'THESE UNDERGROUND FACILITIES. S.W.B.T. NOTE: SOUTHWESTERN BELL TELEPHONE CO. FACILITIES ARE SHOWN IN APPROXIMATE LOCATIONS ONLY. CONTRACTOR TO DETERMINE THE EXACT LOCATIONS BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND UTILITIES. H.L.&P. NOTE: -WARNING- OVERHEAD LINES MAY EXIST ON THE PROPERTY. WE HAVE NOT ATTEMPTED TO MARK THOSE LINES SINCE THEY ARE CLEARLY VISIBLE, BUT YOU SHOULD LOCATE THEM PRIOR TO BEGINNING ANY CONSTRUCTION. TEXAS LAW, SECTION 752, HEALTH & SAFETY CODE, FORBIDS ALL ACTIVITIES IN WHICH PERSONS OR THINGS MAY COME WITHIN SIX (6) FEET OF LIVE OVERHEAD HIGH VOLTAGE LINES. CONTRACTORS AND OWNERS ARE LEGALLY RESPONSIBLE FOR SAFETY OF CONSTRUCTION WORKERS UNDER THIS LAW. THIS LAW CARRIES BOTH CRIMINAL AND CIVIL LIABILITY" TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL H.L.&P. AT 207-7777. NEW DRIVES AT .RIZZTO AND REID ELEMENTARY SCHOOLS CAP # 9 9-7 s H;Et-_ 7- RIZZUTO AND �(v f 5z REID ELEMENTARY SCHOOL DETAIL SHEET FILE NO. F: \WORK\98-01 1 -00\DWG\ENGINEERING\REID-DET.DWG DATE JOB NO. 09/09/99 98-011-00 DRAWN BY -SH ET 'NO. m VI1 a CHECKED BY FHR. �Ra SC, E `�. NTS l j N x CONC. PVMT. DUCTILE IRON GRATE CONC. PVMT. z NO.4 L BARS AT NO, 4 BARS AT a 15" C-C MAX. 12" C-C MAX. W W 18" DRAIN LINE 00 L BARS 6 INLET DETAIL N.T.S. NEW PAVEMENT 0 SED C 4. PROPOSED DRIVEWAY REINFORCING STEEL IS TO DE #4 DEFORMED REINFORCING BARS (ASTM A615 GRADE 60. UNLESS NOTED) SPACED FOR USE WITH CONCRETE OR ASPHALT CURBED TYPE STREETS AT 24 INCHES C.C., EACH WAY, WIN 10 INCHES MINIMUM LAP (6"x 12" W5 x W4 AS ALTERNATE) FROM PROPOSED SAW CUT TO RIGHT- OF-WAY LINE. B - USE FOR ALL PROPOSED EXISTING CURB REMOVAL 5. PROPOSED DRIVEWAY REINFORCING STEEL IS TO BE TIED TO EXISTING ROADWAY REINFORCING STEEL WITH A MINIMUM LAP OF 8 INCHES. WIDTH OF DRIVEWAY 6. MAINTAIN GUTTER LINE WITH FACE OF EXISTING CURB. 35' MAX. 7. SAW CUT EXISTING CURB AT EACH END AND KNOCK OUT CURB FROM BEGINNING TO END OF PROPOSED DRIVEWAY. / R.O.W. LINE S. SAW CUT EXISTING PAVEMENT A MINIMUM OF 12 INCHES AWAY FROM FACE OF CURD (GUTTER LINE) AND BREAK OUT TO EXPOSE EXISTING REINFORCEMENT STEEL. I" BOARD EXPANSION 9. COMPACT SUBGRADE FOR PROPOSED DRIVEWAY CONNECTION FROM OR 1/2' NON -EXTRUDING PROPOSED SAW CUT AT EXISTING PAVEMENT TO RIGHT-OF-WAY UNE, PREFORMED JOINT COMPACT TO 95% OF STANDARD PROCTOR DENSITY (t 2% OPT. MOISTURE). THE COUNTY ENGINEER RESERVES THE RIGHT TO REQUIRE LABORATORY TESTS TO BE CONDUCTED. DRIVEWAY RADIUS 5 FEET MINIMUM 10. IF MORE THAN ONE PROPOSED DRIVEWAY CONNECTION IS BUILT ON THE 15 FEET MAXIMUM BACK OF EXISTING SAME PROPERTY, SAID DRIVEWAYS SHALL BE SEPARATED BY A MINIMUM (TYP-) CURB (TYP.) DISTANCE OF 20 FEET (ROADWAYS WITH CURBS AND SIDEWALKS). 11. REINFORCING STEEL TO BE ELEVATED A MINIMUM OF 3" ABOVE 18" SUBGRADE. (3 INCH MANUFACTURED CHAIRS ARE REQUIRED WITH MAXIMUM SPACING OF 72 INCHES C/C EACH WAY). PROP. SAW CUT GUTTER LINE EXTEND EXISTING EXPANSION JOINT FROM STREET INTO PROPOSED DRIVEWAY, ONLY WHEN THERE IS AN EXISTING EXPANSION JOINT IN THE STREET AT THE PROPOSED ' DRIVEWAY INTERSECTION. ® CONCRETE DRIVE DETAIL N.T.S. NOTE: When concrete curb is to be placed on existing concrete base 1/2" dia. def. bars, 10" long, 24" C-C dowelled and set in sulfur, or quick setting cement. 6" 1 2" r I r-R .- 3•, Q 1 L Mortar finish not required when curb is poured by a machine, but curb will have the some outside dimensions. N.T.S. CD-9B Hot Mix L i VARIES (SEE PLAN) 1/2" SLOPE/FT.� i. 3F}i its-i:? ............. #3 @ 15" EACH WAY \CONTRACTOR TO COMPACT SUBGRADE TO 95% STD. PROCTOR DENSITY CONCRETE WALK DETAIL N.T.S. CD- 2A Q� Asphaltic Concrete p o 00 o c > �� 0 0 0 Prime Coat 0 Ono p Crushed Limestone O / r 8" Subgrade To Be Lime Stabilized w/6% Hydrated Lime. \� 5uograae io inen be t,ompactea To 95% Standard Proctor Density (ASTM D698) LIGHT DUTY HEAVY DUTY A N/A 2.0" B N/A 9.0" 095MMURNOM ® > W Z UJ CL D_ n w PROP. TOP OF PVMT. a 2" H.M.A.C. w = INSIDE PROPERTY LINE TYPE '0' p va a EXIST. ASPH. P EXIST. BASE 10" LIME STABILIZED 1-1/2" SACK CEMENT STABILIZED BASE SAND BACKFILL UNDER PROP. PROP. CULVERT DRIVE (SEE PLANS FOR NOTE) TYPICAL ASPHALT DRIVE ENTRANCE N.T.S. 5'-0 L S-O" 5,-0" PRO P. SIDEWALKI WHEEL CHAIR RAMP TO BE PAINTED SOLID RED. X w O 1 10 10:1 MAX. 10:1 MAX. DRIVE ---,, HANDICAP RAMPINTO SIDEWALK V❑ N.T.S. TOP OF CURB 2" 1 _ 12" M 2 R TOP CONC.- SLAB #4 / A.S.T.M. SPEC. NO.- A-615-68 GRADE 40 DEF. TYPICAL CONCRETE CURB REINFORCING CD-9F N.T.S. GENERAL NOTES: 1. Topographic information taken from survey prepared by Cobourn, Linsiesen & Ratcliff, Inc. 2. Site Plan furnished by Architect. 3. Contractor to obtain all permits" 4. Expansion joint layout for reinforced concrete to be furnished by contractor for review by the engineer and is to comply with the following: a. Expansion joints to terminate perpendicular to pavement edges. b. Maximum surface area surrounded by expansion joints and pavement edges to be 900 sq. ft. maximum spacing of expansion joints to be 40 feet in any direction. c. No joints within 5 feet of a propsed inlet, juction box or manhole. d. All joints to be filled with an elstomeric joint sealant. e. Refer to civil detail for pavement and load transfer device details. 5. Locations of utilities have been shown based on the best information available at the time these plans were prepared; the Owner, Architect, Engineer and the Harris County assume no responsibility for the accuracy of or for the inadvertent omission thereof. It shall be the Contractor's responsibility to verify the location and depth of all utilities and to contact all public and/or private utilities serving the area to determine the present extent of their facilities before beginning work. Contractor to provide adequate protection of the facilities during the course of the work. 6. Contractor shall provide sheeting, shoring and bracing as necessary to protect workmen and existing utilities during all phases of construction. At all times, Contractor shall odhere to the requirements of OSHA for trenching and excavation. Fill shall be placed in non -compacted layers not to exceed 8" in depth and each layer shall be compacted to not less than 95% of std. Proctor density as per Std. AASHO methods. 7. When excavating and placing fill for the building pad, Contractor shall extend oil fill activities 5 feet post the actual edge of the building, except in areas within 5 feet of the property line. 8. All work to be completed to the satisfaction of the Owner and all governmental agencies having jurisdiction. All construction methods and operations must be done in such a manner as to protect oil adjacent building and site elements. Any existing elements damaged during construction must be repaired at Contractors sole expense. vMT. g• Contractor to refer to the plumbing drawings for actual location of all utilities entering the building. 10. The work area shall be barricaded and illuminated during darkness and periods of inactivity, when in an area of direct public access. Contractor to provide and install traffic control devices in conformance with Part IV of the "Texas Manual on Uniform Traffic Control Devices" (Texas MUTCD most recent edition as revised) during construction. 1 Installation of site utilities shall be in accordance with the Harris County requirements and specifications as currently amended Where discrepancies between these plans and the Harris County requirements exist, Contractor shall contact the Engineer for direction. 12. Contractor to maintain a minimum of 6" clearance at crossing epoints between proposed and existing utilities. 13. Contractor to maintain adequate drainage at all times during construction. Any drainage ditch or structure disturbed during construction shall be restored to the satisfaction of the owning authority. All construction stormwoter runoff shall comply with the National Pollutant Discharge Elimination System (NPDES) requirements. 14. Fiowline elevations are based on lengths between manhole, inlet or junction box vertical centerlines. 15. Excavations for inlets, junction boxes or manholes in paved areas, and within 5 feet of such inlets, junction boxes or manholes, to be bockfilled with cement stabilized sand (100 psi compressive strength at 48 hours) and thoroughly rodded to eliminate voids. Sitework to conform to requirements of geotechnicai report for this site. 16. Contractor to verify location and elevation of existing facilities prior to construction of proposed facilities. 17. Slope uniformly between elevations shown. Any changes to alignments or grodes of proposed facilities must be approved by the Engineer prior to construction. 18. Unless otherwise noted, finished' elevations at property line shall be equal to existing elevations. 19. For those areas on the site that ore not covered by paving or building and are not specifically covered within the landscaping plans, Contractor shall hydromulch with Bermuda seed. Prior to acceptance by the Owner, those areas are to have a good stand of gross. 20. Refer to pavement details and Project specifications for requirements relating to site preparation, placement of fill and treatment of subgrade. Contractor shall confirm requirement with Geotechnical Testing Laboratory prior to placement of subgrade preparation. 21. Refer to Architectural and M.E.P. drawings and project specifications for additional information. 22. Contractor to provide an accurate Record drawing to owner upon completion of sitework. 23. Contractor to provide any Dewotering equipment and labor necessary for truction of sitework. 24. ntractor obtain rmits required b Regulation of City of LaPorte, Harris County for Fio I o gemen nd of a ermits required by Harris Count prior to stor ng co struction. 25. Owner to obtain all permits required b Harris County, Texas prior to starting construction of utility and/or culverts within county roads ® rights of way. i r r� i Cobourn Lh seisen & Ratcliff, Inc. Architects .Civil Engin®ers purveyors Planners 13100 Northwest Fwy,-_Suite 500, Houston, Texas 77040 Phone: (713) 462-09p., ■ Fax: (713) 462-2732 Omedlillp of'Documell THIS DOCUMENT A _ 4 r!,,E IDEAS ANP DESIGNS" INCORPORATED HEREIN, AS AN IN,1i•AENT OF PROFESSIONAL SERVICE. IS THE PROPERTY OF° LOBO RN LINStl$EN AND RATCUFF; INC. AND IS NOT TO BL` USED, IN .WHOLC OR IN PART FOR ANY _ ' PROJECT WITHOUT THE WRITTEN :AUTHORIZATION OF COBOURN'? LINSEISEN AND RATc:LIFF, INC.. SPECIAL NOTE: Contractor must provide trench safety system conforming to or exceeding the requirements of O.S.H.A. Safety and Health Regulations, Port 1926, Subpart P as published in the Federal Register Vol. 54, No. ,09, Doted October'41, 1989, and as required by State of Texas Statutes. PRIVATE UTILITY NOTES: 1. Location of Entex facilities (to include Unit Gas Transmission, and/or Industrial Cos Supply Corporation where applicable) are shown in an approximate location only. Contractor to contact the Utility Coordinating Committee at 223-4567 or 1-800-669-8344 a minimum of 48 hours prior to construction to have utilities field located. Contractor to determine the exact location before commencing work and agree to be fully responsible for any damages caused by his failure to exactly locate and preserve these underground facilities. Contractor to maintain 1' (min.) clearance from Entex facilities. Contractor will be responsible for any charges to relocate any Entex facilities. 2. Contractor must comply with State of Texas Law, Art. 1436c, prohibiting any activity within six feet of an energized overhead power line, and Federal Regulations, Title 29, Part 1910.180(i) and Part 1926.550(a)(15), requiring a minimum clearance of 10 feet from all overhead power line facilities. Contractor to be responsible for the safety of workers under these laws and the liabilities as stated therein. 3. The Telephone Company facilities are shown in approximate locations only. Contractor to determine the exact locations before commencing work. Contractor agrees to be fully responsible for any and all damages which might be occasioned by his failure to exactly locate and preserve these underground utilities. STORM DRAIN NOTES: 1. Materials and construction for storm drains and inlets to conform to City of LaPorte requirements. 2. Drain lines 15" diameter and smaller to be P.V.C. per ASTM D 3034, SDR-26, with compression type elostomeric gasket joints. 3. Inlets in paved areas to be cast -in -place of reinforced concrete, brick or precast concrete inlets as approved by the Engineer, with heavy duty frames and grates. 4. Bedding and backfilling to be in accordance with Detail this sheet. PAVING NOTES: 1" Materials and construction for on -site paving to conform to City of LaPorte requirements. 2. Refer to site Geotechnical Engineer and Project specifications for requirements relating to site preparation, placement of fill and treatment of subgrade. 3. Slope pavement uniformly between elevations shown. Any field change to finished pavement elevations to maintain 0.5% (Minimum) grade. 4. Expansion Joint Layout per drawings: a. All joints to be filled with an elostomeric joint sealant. b. Refer to civil detail for pavement and load transfer device details. ENTEX NOTE: CAUTION: UNDERGROUND GAS FACILITIES: LOCATION OF ENTEX MAIN LINES (TO INCLUDE UNIT GAS TRANSMISSION AND/OR INDUSTRIAL GAS SUPPLY CORPORATION WHERE APPLICABLE) ARE SHOWN IN AN APPROXIMATE LOCATION ONLY. SERVICE LINES ARE USUALLY NOT SHOWN. THE CONTRACTOR SHALL CONTACT THE UTILITY COORDINATING COMMITTEE AT 223-4567 OR 1-800-669-8344 A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION TO HAVE MAIN AND SERVICE LINES FIELD LOCATED. CONTRACTOR SHALL DETERMINE THE EXACT LOCATION LOCATION BEFORE COMMENCING WORK AND AGREE TO BE FULLY RESPONSIBLE FOR ANY DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE 'THESE UNDERGROUND FACILITIES. S.W.B.T. NOTE: SOUTHWESTERN BELL TELEPHONE CO. FACILITIES ARE SHOWN IN APPROXIMATE LOCATIONS ONLY. CONTRACTOR TO DETERMINE THE EXACT LOCATIONS BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND UTILITIES. H.L.&P. NOTE: -WARNING- OVERHEAD LINES MAY EXIST ON THE PROPERTY. WE HAVE NOT ATTEMPTED TO MARK THOSE LINES SINCE THEY ARE CLEARLY VISIBLE, BUT YOU SHOULD LOCATE THEM PRIOR TO BEGINNING ANY CONSTRUCTION. TEXAS LAW, SECTION 752, HEALTH & SAFETY CODE, FORBIDS ALL ACTIVITIES IN WHICH PERSONS OR THINGS MAY COME WITHIN SIX (6) FEET OF LIVE OVERHEAD HIGH VOLTAGE LINES. CONTRACTORS AND OWNERS ARE LEGALLY RESPONSIBLE FOR SAFETY OF CONSTRUCTION WORKERS UNDER THIS LAW. THIS LAW CARRIES BOTH CRIMINAL AND CIVIL LIABILITY" TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL H.L.&P. AT 207-7777. NEW DRIVES AT .RIZZTO AND REID ELEMENTARY SCHOOLS CAP # 9 9-7 s H;Et-_ 7- RIZZUTO AND �(v f 5z REID ELEMENTARY SCHOOL DETAIL SHEET FILE NO. F: \WORK\98-01 1 -00\DWG\ENGINEERING\REID-DET.DWG DATE JOB NO. 09/09/99 98-011-00 DRAWN BY -SH ET 'NO. m VI1 a CHECKED BY FHR. �Ra SC, E `�. NTS l j N x N.T.S. NOTE: When concrete curb is to be placed on existing concrete base 1/2" dia. def. bars, 10" long, 24" C-C dowelled and set in sulfur, or quick setting cement. 6" 1 2" r I r-R .- 3•, Q 1 L Mortar finish not required when curb is poured by a machine, but curb will have the some outside dimensions. N.T.S. CD-9B Hot Mix L i VARIES (SEE PLAN) 1/2" SLOPE/FT.� i. 3F}i its-i:? ............. #3 @ 15" EACH WAY \CONTRACTOR TO COMPACT SUBGRADE TO 95% STD. PROCTOR DENSITY CONCRETE WALK DETAIL N.T.S. CD- 2A Q� Asphaltic Concrete p o 00 o c > �� 0 0 0 Prime Coat 0 Ono p Crushed Limestone O / r 8" Subgrade To Be Lime Stabilized w/6% Hydrated Lime. \� 5uograae io inen be t,ompactea To 95% Standard Proctor Density (ASTM D698) LIGHT DUTY HEAVY DUTY A N/A 2.0" B N/A 9.0" 095MMURNOM ® > W Z UJ CL D_ n w PROP. TOP OF PVMT. a 2" H.M.A.C. w = INSIDE PROPERTY LINE TYPE '0' p va a EXIST. ASPH. P EXIST. BASE 10" LIME STABILIZED 1-1/2" SACK CEMENT STABILIZED BASE SAND BACKFILL UNDER PROP. PROP. CULVERT DRIVE (SEE PLANS FOR NOTE) TYPICAL ASPHALT DRIVE ENTRANCE N.T.S. 5'-0 L S-O" 5,-0" PRO P. SIDEWALKI WHEEL CHAIR RAMP TO BE PAINTED SOLID RED. X w O 1 10 10:1 MAX. 10:1 MAX. DRIVE ---,, HANDICAP RAMPINTO SIDEWALK V❑ N.T.S. TOP OF CURB 2" 1 _ 12" M 2 R TOP CONC.- SLAB #4 / A.S.T.M. SPEC. NO.- A-615-68 GRADE 40 DEF. TYPICAL CONCRETE CURB REINFORCING CD-9F N.T.S. GENERAL NOTES: 1. Topographic information taken from survey prepared by Cobourn, Linsiesen & Ratcliff, Inc. 2. Site Plan furnished by Architect. 3. Contractor to obtain all permits" 4. Expansion joint layout for reinforced concrete to be furnished by contractor for review by the engineer and is to comply with the following: a. Expansion joints to terminate perpendicular to pavement edges. b. Maximum surface area surrounded by expansion joints and pavement edges to be 900 sq. ft. maximum spacing of expansion joints to be 40 feet in any direction. c. No joints within 5 feet of a propsed inlet, juction box or manhole. d. All joints to be filled with an elstomeric joint sealant. e. Refer to civil detail for pavement and load transfer device details. 5. Locations of utilities have been shown based on the best information available at the time these plans were prepared; the Owner, Architect, Engineer and the Harris County assume no responsibility for the accuracy of or for the inadvertent omission thereof. It shall be the Contractor's responsibility to verify the location and depth of all utilities and to contact all public and/or private utilities serving the area to determine the present extent of their facilities before beginning work. Contractor to provide adequate protection of the facilities during the course of the work. 6. Contractor shall provide sheeting, shoring and bracing as necessary to protect workmen and existing utilities during all phases of construction. At all times, Contractor shall odhere to the requirements of OSHA for trenching and excavation. Fill shall be placed in non -compacted layers not to exceed 8" in depth and each layer shall be compacted to not less than 95% of std. Proctor density as per Std. AASHO methods. 7. When excavating and placing fill for the building pad, Contractor shall extend oil fill activities 5 feet post the actual edge of the building, except in areas within 5 feet of the property line. 8. All work to be completed to the satisfaction of the Owner and all governmental agencies having jurisdiction. All construction methods and operations must be done in such a manner as to protect oil adjacent building and site elements. Any existing elements damaged during construction must be repaired at Contractors sole expense. vMT. g• Contractor to refer to the plumbing drawings for actual location of all utilities entering the building. 10. The work area shall be barricaded and illuminated during darkness and periods of inactivity, when in an area of direct public access. Contractor to provide and install traffic control devices in conformance with Part IV of the "Texas Manual on Uniform Traffic Control Devices" (Texas MUTCD most recent edition as revised) during construction. 1 Installation of site utilities shall be in accordance with the Harris County requirements and specifications as currently amended Where discrepancies between these plans and the Harris County requirements exist, Contractor shall contact the Engineer for direction. 12. Contractor to maintain a minimum of 6" clearance at crossing epoints between proposed and existing utilities. 13. Contractor to maintain adequate drainage at all times during construction. Any drainage ditch or structure disturbed during construction shall be restored to the satisfaction of the owning authority. All construction stormwoter runoff shall comply with the National Pollutant Discharge Elimination System (NPDES) requirements. 14. Fiowline elevations are based on lengths between manhole, inlet or junction box vertical centerlines. 15. Excavations for inlets, junction boxes or manholes in paved areas, and within 5 feet of such inlets, junction boxes or manholes, to be bockfilled with cement stabilized sand (100 psi compressive strength at 48 hours) and thoroughly rodded to eliminate voids. Sitework to conform to requirements of geotechnicai report for this site. 16. Contractor to verify location and elevation of existing facilities prior to construction of proposed facilities. 17. Slope uniformly between elevations shown. Any changes to alignments or grodes of proposed facilities must be approved by the Engineer prior to construction. 18. Unless otherwise noted, finished' elevations at property line shall be equal to existing elevations. 19. For those areas on the site that ore not covered by paving or building and are not specifically covered within the landscaping plans, Contractor shall hydromulch with Bermuda seed. Prior to acceptance by the Owner, those areas are to have a good stand of gross. 20. Refer to pavement details and Project specifications for requirements relating to site preparation, placement of fill and treatment of subgrade. Contractor shall confirm requirement with Geotechnical Testing Laboratory prior to placement of subgrade preparation. 21. Refer to Architectural and M.E.P. drawings and project specifications for additional information. 22. Contractor to provide an accurate Record drawing to owner upon completion of sitework. 23. Contractor to provide any Dewotering equipment and labor necessary for truction of sitework. 24. ntractor obtain rmits required b Regulation of City of LaPorte, Harris County for Fio I o gemen nd of a ermits required by Harris Count prior to stor ng co struction. 25. Owner to obtain all permits required b Harris County, Texas prior to starting construction of utility and/or culverts within county roads ® rights of way. i r r� i Cobourn Lh seisen & Ratcliff, Inc. Architects .Civil Engin®ers purveyors Planners 13100 Northwest Fwy,-_Suite 500, Houston, Texas 77040 Phone: (713) 462-09p., ■ Fax: (713) 462-2732 Omedlillp of'Documell THIS DOCUMENT A _ 4 r!,,E IDEAS ANP DESIGNS" INCORPORATED HEREIN, AS AN IN,1i•AENT OF PROFESSIONAL SERVICE. IS THE PROPERTY OF° LOBO RN LINStl$EN AND RATCUFF; INC. AND IS NOT TO BL` USED, IN .WHOLC OR IN PART FOR ANY _ ' PROJECT WITHOUT THE WRITTEN :AUTHORIZATION OF COBOURN'? LINSEISEN AND RATc:LIFF, INC.. SPECIAL NOTE: Contractor must provide trench safety system conforming to or exceeding the requirements of O.S.H.A. Safety and Health Regulations, Port 1926, Subpart P as published in the Federal Register Vol. 54, No. ,09, Doted October'41, 1989, and as required by State of Texas Statutes. PRIVATE UTILITY NOTES: 1. Location of Entex facilities (to include Unit Gas Transmission, and/or Industrial Cos Supply Corporation where applicable) are shown in an approximate location only. Contractor to contact the Utility Coordinating Committee at 223-4567 or 1-800-669-8344 a minimum of 48 hours prior to construction to have utilities field located. Contractor to determine the exact location before commencing work and agree to be fully responsible for any damages caused by his failure to exactly locate and preserve these underground facilities. Contractor to maintain 1' (min.) clearance from Entex facilities. Contractor will be responsible for any charges to relocate any Entex facilities. 2. Contractor must comply with State of Texas Law, Art. 1436c, prohibiting any activity within six feet of an energized overhead power line, and Federal Regulations, Title 29, Part 1910.180(i) and Part 1926.550(a)(15), requiring a minimum clearance of 10 feet from all overhead power line facilities. Contractor to be responsible for the safety of workers under these laws and the liabilities as stated therein. 3. The Telephone Company facilities are shown in approximate locations only. Contractor to determine the exact locations before commencing work. Contractor agrees to be fully responsible for any and all damages which might be occasioned by his failure to exactly locate and preserve these underground utilities. STORM DRAIN NOTES: 1. Materials and construction for storm drains and inlets to conform to City of LaPorte requirements. 2. Drain lines 15" diameter and smaller to be P.V.C. per ASTM D 3034, SDR-26, with compression type elostomeric gasket joints. 3. Inlets in paved areas to be cast -in -place of reinforced concrete, brick or precast concrete inlets as approved by the Engineer, with heavy duty frames and grates. 4. Bedding and backfilling to be in accordance with Detail this sheet. PAVING NOTES: 1" Materials and construction for on -site paving to conform to City of LaPorte requirements. 2. Refer to site Geotechnical Engineer and Project specifications for requirements relating to site preparation, placement of fill and treatment of subgrade. 3. Slope pavement uniformly between elevations shown. Any field change to finished pavement elevations to maintain 0.5% (Minimum) grade. 4. Expansion Joint Layout per drawings: a. All joints to be filled with an elostomeric joint sealant. b. Refer to civil detail for pavement and load transfer device details. ENTEX NOTE: CAUTION: UNDERGROUND GAS FACILITIES: LOCATION OF ENTEX MAIN LINES (TO INCLUDE UNIT GAS TRANSMISSION AND/OR INDUSTRIAL GAS SUPPLY CORPORATION WHERE APPLICABLE) ARE SHOWN IN AN APPROXIMATE LOCATION ONLY. SERVICE LINES ARE USUALLY NOT SHOWN. THE CONTRACTOR SHALL CONTACT THE UTILITY COORDINATING COMMITTEE AT 223-4567 OR 1-800-669-8344 A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION TO HAVE MAIN AND SERVICE LINES FIELD LOCATED. CONTRACTOR SHALL DETERMINE THE EXACT LOCATION LOCATION BEFORE COMMENCING WORK AND AGREE TO BE FULLY RESPONSIBLE FOR ANY DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE 'THESE UNDERGROUND FACILITIES. S.W.B.T. NOTE: SOUTHWESTERN BELL TELEPHONE CO. FACILITIES ARE SHOWN IN APPROXIMATE LOCATIONS ONLY. CONTRACTOR TO DETERMINE THE EXACT LOCATIONS BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND UTILITIES. H.L.&P. NOTE: -WARNING- OVERHEAD LINES MAY EXIST ON THE PROPERTY. WE HAVE NOT ATTEMPTED TO MARK THOSE LINES SINCE THEY ARE CLEARLY VISIBLE, BUT YOU SHOULD LOCATE THEM PRIOR TO BEGINNING ANY CONSTRUCTION. TEXAS LAW, SECTION 752, HEALTH & SAFETY CODE, FORBIDS ALL ACTIVITIES IN WHICH PERSONS OR THINGS MAY COME WITHIN SIX (6) FEET OF LIVE OVERHEAD HIGH VOLTAGE LINES. CONTRACTORS AND OWNERS ARE LEGALLY RESPONSIBLE FOR SAFETY OF CONSTRUCTION WORKERS UNDER THIS LAW. THIS LAW CARRIES BOTH CRIMINAL AND CIVIL LIABILITY" TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL H.L.&P. AT 207-7777. NEW DRIVES AT .RIZZTO AND REID ELEMENTARY SCHOOLS CAP # 9 9-7 s H;Et-_ 7- RIZZUTO AND �(v f 5z REID ELEMENTARY SCHOOL DETAIL SHEET FILE NO. F: \WORK\98-01 1 -00\DWG\ENGINEERING\REID-DET.DWG DATE JOB NO. 09/09/99 98-011-00 DRAWN BY -SH ET 'NO. m VI1 a CHECKED BY FHR. �Ra SC, E `�. NTS l j N x 5uograae io inen be t,ompactea To 95% Standard Proctor Density (ASTM D698) LIGHT DUTY HEAVY DUTY A N/A 2.0" B N/A 9.0" 095MMURNOM ® > W Z UJ CL D_ n w PROP. TOP OF PVMT. a 2" H.M.A.C. w = INSIDE PROPERTY LINE TYPE '0' p va a EXIST. ASPH. P EXIST. BASE 10" LIME STABILIZED 1-1/2" SACK CEMENT STABILIZED BASE SAND BACKFILL UNDER PROP. PROP. CULVERT DRIVE (SEE PLANS FOR NOTE) TYPICAL ASPHALT DRIVE ENTRANCE N.T.S. 5'-0 L S-O" 5,-0" PRO P. SIDEWALKI WHEEL CHAIR RAMP TO BE PAINTED SOLID RED. X w O 1 10 10:1 MAX. 10:1 MAX. DRIVE ---,, HANDICAP RAMPINTO SIDEWALK V❑ N.T.S. TOP OF CURB 2" 1 _ 12" M 2 R TOP CONC.- SLAB #4 / A.S.T.M. SPEC. NO.- A-615-68 GRADE 40 DEF. TYPICAL CONCRETE CURB REINFORCING CD-9F N.T.S. GENERAL NOTES: 1. Topographic information taken from survey prepared by Cobourn, Linsiesen & Ratcliff, Inc. 2. Site Plan furnished by Architect. 3. Contractor to obtain all permits" 4. Expansion joint layout for reinforced concrete to be furnished by contractor for review by the engineer and is to comply with the following: a. Expansion joints to terminate perpendicular to pavement edges. b. Maximum surface area surrounded by expansion joints and pavement edges to be 900 sq. ft. maximum spacing of expansion joints to be 40 feet in any direction. c. No joints within 5 feet of a propsed inlet, juction box or manhole. d. All joints to be filled with an elstomeric joint sealant. e. Refer to civil detail for pavement and load transfer device details. 5. Locations of utilities have been shown based on the best information available at the time these plans were prepared; the Owner, Architect, Engineer and the Harris County assume no responsibility for the accuracy of or for the inadvertent omission thereof. It shall be the Contractor's responsibility to verify the location and depth of all utilities and to contact all public and/or private utilities serving the area to determine the present extent of their facilities before beginning work. Contractor to provide adequate protection of the facilities during the course of the work. 6. Contractor shall provide sheeting, shoring and bracing as necessary to protect workmen and existing utilities during all phases of construction. At all times, Contractor shall odhere to the requirements of OSHA for trenching and excavation. Fill shall be placed in non -compacted layers not to exceed 8" in depth and each layer shall be compacted to not less than 95% of std. Proctor density as per Std. AASHO methods. 7. When excavating and placing fill for the building pad, Contractor shall extend oil fill activities 5 feet post the actual edge of the building, except in areas within 5 feet of the property line. 8. All work to be completed to the satisfaction of the Owner and all governmental agencies having jurisdiction. All construction methods and operations must be done in such a manner as to protect oil adjacent building and site elements. Any existing elements damaged during construction must be repaired at Contractors sole expense. vMT. g• Contractor to refer to the plumbing drawings for actual location of all utilities entering the building. 10. The work area shall be barricaded and illuminated during darkness and periods of inactivity, when in an area of direct public access. Contractor to provide and install traffic control devices in conformance with Part IV of the "Texas Manual on Uniform Traffic Control Devices" (Texas MUTCD most recent edition as revised) during construction. 1 Installation of site utilities shall be in accordance with the Harris County requirements and specifications as currently amended Where discrepancies between these plans and the Harris County requirements exist, Contractor shall contact the Engineer for direction. 12. Contractor to maintain a minimum of 6" clearance at crossing epoints between proposed and existing utilities. 13. Contractor to maintain adequate drainage at all times during construction. Any drainage ditch or structure disturbed during construction shall be restored to the satisfaction of the owning authority. All construction stormwoter runoff shall comply with the National Pollutant Discharge Elimination System (NPDES) requirements. 14. Fiowline elevations are based on lengths between manhole, inlet or junction box vertical centerlines. 15. Excavations for inlets, junction boxes or manholes in paved areas, and within 5 feet of such inlets, junction boxes or manholes, to be bockfilled with cement stabilized sand (100 psi compressive strength at 48 hours) and thoroughly rodded to eliminate voids. Sitework to conform to requirements of geotechnicai report for this site. 16. Contractor to verify location and elevation of existing facilities prior to construction of proposed facilities. 17. Slope uniformly between elevations shown. Any changes to alignments or grodes of proposed facilities must be approved by the Engineer prior to construction. 18. Unless otherwise noted, finished' elevations at property line shall be equal to existing elevations. 19. For those areas on the site that ore not covered by paving or building and are not specifically covered within the landscaping plans, Contractor shall hydromulch with Bermuda seed. Prior to acceptance by the Owner, those areas are to have a good stand of gross. 20. Refer to pavement details and Project specifications for requirements relating to site preparation, placement of fill and treatment of subgrade. Contractor shall confirm requirement with Geotechnical Testing Laboratory prior to placement of subgrade preparation. 21. Refer to Architectural and M.E.P. drawings and project specifications for additional information. 22. Contractor to provide an accurate Record drawing to owner upon completion of sitework. 23. Contractor to provide any Dewotering equipment and labor necessary for truction of sitework. 24. ntractor obtain rmits required b Regulation of City of LaPorte, Harris County for Fio I o gemen nd of a ermits required by Harris Count prior to stor ng co struction. 25. Owner to obtain all permits required b Harris County, Texas prior to starting construction of utility and/or culverts within county roads ® rights of way. i r r� i Cobourn Lh seisen & Ratcliff, Inc. Architects .Civil Engin®ers purveyors Planners 13100 Northwest Fwy,-_Suite 500, Houston, Texas 77040 Phone: (713) 462-09p., ■ Fax: (713) 462-2732 Omedlillp of'Documell THIS DOCUMENT A _ 4 r!,,E IDEAS ANP DESIGNS" INCORPORATED HEREIN, AS AN IN,1i•AENT OF PROFESSIONAL SERVICE. IS THE PROPERTY OF° LOBO RN LINStl$EN AND RATCUFF; INC. AND IS NOT TO BL` USED, IN .WHOLC OR IN PART FOR ANY _ ' PROJECT WITHOUT THE WRITTEN :AUTHORIZATION OF COBOURN'? LINSEISEN AND RATc:LIFF, INC.. SPECIAL NOTE: Contractor must provide trench safety system conforming to or exceeding the requirements of O.S.H.A. Safety and Health Regulations, Port 1926, Subpart P as published in the Federal Register Vol. 54, No. ,09, Doted October'41, 1989, and as required by State of Texas Statutes. PRIVATE UTILITY NOTES: 1. Location of Entex facilities (to include Unit Gas Transmission, and/or Industrial Cos Supply Corporation where applicable) are shown in an approximate location only. Contractor to contact the Utility Coordinating Committee at 223-4567 or 1-800-669-8344 a minimum of 48 hours prior to construction to have utilities field located. Contractor to determine the exact location before commencing work and agree to be fully responsible for any damages caused by his failure to exactly locate and preserve these underground facilities. Contractor to maintain 1' (min.) clearance from Entex facilities. Contractor will be responsible for any charges to relocate any Entex facilities. 2. Contractor must comply with State of Texas Law, Art. 1436c, prohibiting any activity within six feet of an energized overhead power line, and Federal Regulations, Title 29, Part 1910.180(i) and Part 1926.550(a)(15), requiring a minimum clearance of 10 feet from all overhead power line facilities. Contractor to be responsible for the safety of workers under these laws and the liabilities as stated therein. 3. The Telephone Company facilities are shown in approximate locations only. Contractor to determine the exact locations before commencing work. Contractor agrees to be fully responsible for any and all damages which might be occasioned by his failure to exactly locate and preserve these underground utilities. STORM DRAIN NOTES: 1. Materials and construction for storm drains and inlets to conform to City of LaPorte requirements. 2. Drain lines 15" diameter and smaller to be P.V.C. per ASTM D 3034, SDR-26, with compression type elostomeric gasket joints. 3. Inlets in paved areas to be cast -in -place of reinforced concrete, brick or precast concrete inlets as approved by the Engineer, with heavy duty frames and grates. 4. Bedding and backfilling to be in accordance with Detail this sheet. PAVING NOTES: 1" Materials and construction for on -site paving to conform to City of LaPorte requirements. 2. Refer to site Geotechnical Engineer and Project specifications for requirements relating to site preparation, placement of fill and treatment of subgrade. 3. Slope pavement uniformly between elevations shown. Any field change to finished pavement elevations to maintain 0.5% (Minimum) grade. 4. Expansion Joint Layout per drawings: a. All joints to be filled with an elostomeric joint sealant. b. Refer to civil detail for pavement and load transfer device details. ENTEX NOTE: CAUTION: UNDERGROUND GAS FACILITIES: LOCATION OF ENTEX MAIN LINES (TO INCLUDE UNIT GAS TRANSMISSION AND/OR INDUSTRIAL GAS SUPPLY CORPORATION WHERE APPLICABLE) ARE SHOWN IN AN APPROXIMATE LOCATION ONLY. SERVICE LINES ARE USUALLY NOT SHOWN. THE CONTRACTOR SHALL CONTACT THE UTILITY COORDINATING COMMITTEE AT 223-4567 OR 1-800-669-8344 A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION TO HAVE MAIN AND SERVICE LINES FIELD LOCATED. CONTRACTOR SHALL DETERMINE THE EXACT LOCATION LOCATION BEFORE COMMENCING WORK AND AGREE TO BE FULLY RESPONSIBLE FOR ANY DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE 'THESE UNDERGROUND FACILITIES. S.W.B.T. NOTE: SOUTHWESTERN BELL TELEPHONE CO. FACILITIES ARE SHOWN IN APPROXIMATE LOCATIONS ONLY. CONTRACTOR TO DETERMINE THE EXACT LOCATIONS BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND UTILITIES. H.L.&P. NOTE: -WARNING- OVERHEAD LINES MAY EXIST ON THE PROPERTY. WE HAVE NOT ATTEMPTED TO MARK THOSE LINES SINCE THEY ARE CLEARLY VISIBLE, BUT YOU SHOULD LOCATE THEM PRIOR TO BEGINNING ANY CONSTRUCTION. TEXAS LAW, SECTION 752, HEALTH & SAFETY CODE, FORBIDS ALL ACTIVITIES IN WHICH PERSONS OR THINGS MAY COME WITHIN SIX (6) FEET OF LIVE OVERHEAD HIGH VOLTAGE LINES. CONTRACTORS AND OWNERS ARE LEGALLY RESPONSIBLE FOR SAFETY OF CONSTRUCTION WORKERS UNDER THIS LAW. THIS LAW CARRIES BOTH CRIMINAL AND CIVIL LIABILITY" TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL H.L.&P. AT 207-7777. NEW DRIVES AT .RIZZTO AND REID ELEMENTARY SCHOOLS CAP # 9 9-7 s H;Et-_ 7- RIZZUTO AND �(v f 5z REID ELEMENTARY SCHOOL DETAIL SHEET FILE NO. F: \WORK\98-01 1 -00\DWG\ENGINEERING\REID-DET.DWG DATE JOB NO. 09/09/99 98-011-00 DRAWN BY -SH ET 'NO. m VI1 a CHECKED BY FHR. �Ra SC, E `�. NTS l j N x 095MMURNOM ® > W Z UJ CL D_ n w PROP. TOP OF PVMT. a 2" H.M.A.C. w = INSIDE PROPERTY LINE TYPE '0' p va a EXIST. ASPH. P EXIST. BASE 10" LIME STABILIZED 1-1/2" SACK CEMENT STABILIZED BASE SAND BACKFILL UNDER PROP. PROP. CULVERT DRIVE (SEE PLANS FOR NOTE) TYPICAL ASPHALT DRIVE ENTRANCE N.T.S. 5'-0 L S-O" 5,-0" PRO P. SIDEWALKI WHEEL CHAIR RAMP TO BE PAINTED SOLID RED. X w O 1 10 10:1 MAX. 10:1 MAX. DRIVE ---,, HANDICAP RAMPINTO SIDEWALK V❑ N.T.S. TOP OF CURB 2" 1 _ 12" M 2 R TOP CONC.- SLAB #4 / A.S.T.M. SPEC. NO.- A-615-68 GRADE 40 DEF. TYPICAL CONCRETE CURB REINFORCING CD-9F N.T.S. GENERAL NOTES: 1. Topographic information taken from survey prepared by Cobourn, Linsiesen & Ratcliff, Inc. 2. Site Plan furnished by Architect. 3. Contractor to obtain all permits" 4. Expansion joint layout for reinforced concrete to be furnished by contractor for review by the engineer and is to comply with the following: a. Expansion joints to terminate perpendicular to pavement edges. b. Maximum surface area surrounded by expansion joints and pavement edges to be 900 sq. ft. maximum spacing of expansion joints to be 40 feet in any direction. c. No joints within 5 feet of a propsed inlet, juction box or manhole. d. All joints to be filled with an elstomeric joint sealant. e. Refer to civil detail for pavement and load transfer device details. 5. Locations of utilities have been shown based on the best information available at the time these plans were prepared; the Owner, Architect, Engineer and the Harris County assume no responsibility for the accuracy of or for the inadvertent omission thereof. It shall be the Contractor's responsibility to verify the location and depth of all utilities and to contact all public and/or private utilities serving the area to determine the present extent of their facilities before beginning work. Contractor to provide adequate protection of the facilities during the course of the work. 6. Contractor shall provide sheeting, shoring and bracing as necessary to protect workmen and existing utilities during all phases of construction. At all times, Contractor shall odhere to the requirements of OSHA for trenching and excavation. Fill shall be placed in non -compacted layers not to exceed 8" in depth and each layer shall be compacted to not less than 95% of std. Proctor density as per Std. AASHO methods. 7. When excavating and placing fill for the building pad, Contractor shall extend oil fill activities 5 feet post the actual edge of the building, except in areas within 5 feet of the property line. 8. All work to be completed to the satisfaction of the Owner and all governmental agencies having jurisdiction. All construction methods and operations must be done in such a manner as to protect oil adjacent building and site elements. Any existing elements damaged during construction must be repaired at Contractors sole expense. vMT. g• Contractor to refer to the plumbing drawings for actual location of all utilities entering the building. 10. The work area shall be barricaded and illuminated during darkness and periods of inactivity, when in an area of direct public access. Contractor to provide and install traffic control devices in conformance with Part IV of the "Texas Manual on Uniform Traffic Control Devices" (Texas MUTCD most recent edition as revised) during construction. 1 Installation of site utilities shall be in accordance with the Harris County requirements and specifications as currently amended Where discrepancies between these plans and the Harris County requirements exist, Contractor shall contact the Engineer for direction. 12. Contractor to maintain a minimum of 6" clearance at crossing epoints between proposed and existing utilities. 13. Contractor to maintain adequate drainage at all times during construction. Any drainage ditch or structure disturbed during construction shall be restored to the satisfaction of the owning authority. All construction stormwoter runoff shall comply with the National Pollutant Discharge Elimination System (NPDES) requirements. 14. Fiowline elevations are based on lengths between manhole, inlet or junction box vertical centerlines. 15. Excavations for inlets, junction boxes or manholes in paved areas, and within 5 feet of such inlets, junction boxes or manholes, to be bockfilled with cement stabilized sand (100 psi compressive strength at 48 hours) and thoroughly rodded to eliminate voids. Sitework to conform to requirements of geotechnicai report for this site. 16. Contractor to verify location and elevation of existing facilities prior to construction of proposed facilities. 17. Slope uniformly between elevations shown. Any changes to alignments or grodes of proposed facilities must be approved by the Engineer prior to construction. 18. Unless otherwise noted, finished' elevations at property line shall be equal to existing elevations. 19. For those areas on the site that ore not covered by paving or building and are not specifically covered within the landscaping plans, Contractor shall hydromulch with Bermuda seed. Prior to acceptance by the Owner, those areas are to have a good stand of gross. 20. Refer to pavement details and Project specifications for requirements relating to site preparation, placement of fill and treatment of subgrade. Contractor shall confirm requirement with Geotechnical Testing Laboratory prior to placement of subgrade preparation. 21. Refer to Architectural and M.E.P. drawings and project specifications for additional information. 22. Contractor to provide an accurate Record drawing to owner upon completion of sitework. 23. Contractor to provide any Dewotering equipment and labor necessary for truction of sitework. 24. ntractor obtain rmits required b Regulation of City of LaPorte, Harris County for Fio I o gemen nd of a ermits required by Harris Count prior to stor ng co struction. 25. Owner to obtain all permits required b Harris County, Texas prior to starting construction of utility and/or culverts within county roads ® rights of way. i r r� i Cobourn Lh seisen & Ratcliff, Inc. Architects .Civil Engin®ers purveyors Planners 13100 Northwest Fwy,-_Suite 500, Houston, Texas 77040 Phone: (713) 462-09p., ■ Fax: (713) 462-2732 Omedlillp of'Documell THIS DOCUMENT A _ 4 r!,,E IDEAS ANP DESIGNS" INCORPORATED HEREIN, AS AN IN,1i•AENT OF PROFESSIONAL SERVICE. IS THE PROPERTY OF° LOBO RN LINStl$EN AND RATCUFF; INC. AND IS NOT TO BL` USED, IN .WHOLC OR IN PART FOR ANY _ ' PROJECT WITHOUT THE WRITTEN :AUTHORIZATION OF COBOURN'? LINSEISEN AND RATc:LIFF, INC.. SPECIAL NOTE: Contractor must provide trench safety system conforming to or exceeding the requirements of O.S.H.A. Safety and Health Regulations, Port 1926, Subpart P as published in the Federal Register Vol. 54, No. ,09, Doted October'41, 1989, and as required by State of Texas Statutes. PRIVATE UTILITY NOTES: 1. Location of Entex facilities (to include Unit Gas Transmission, and/or Industrial Cos Supply Corporation where applicable) are shown in an approximate location only. Contractor to contact the Utility Coordinating Committee at 223-4567 or 1-800-669-8344 a minimum of 48 hours prior to construction to have utilities field located. Contractor to determine the exact location before commencing work and agree to be fully responsible for any damages caused by his failure to exactly locate and preserve these underground facilities. Contractor to maintain 1' (min.) clearance from Entex facilities. Contractor will be responsible for any charges to relocate any Entex facilities. 2. Contractor must comply with State of Texas Law, Art. 1436c, prohibiting any activity within six feet of an energized overhead power line, and Federal Regulations, Title 29, Part 1910.180(i) and Part 1926.550(a)(15), requiring a minimum clearance of 10 feet from all overhead power line facilities. Contractor to be responsible for the safety of workers under these laws and the liabilities as stated therein. 3. The Telephone Company facilities are shown in approximate locations only. Contractor to determine the exact locations before commencing work. Contractor agrees to be fully responsible for any and all damages which might be occasioned by his failure to exactly locate and preserve these underground utilities. STORM DRAIN NOTES: 1. Materials and construction for storm drains and inlets to conform to City of LaPorte requirements. 2. Drain lines 15" diameter and smaller to be P.V.C. per ASTM D 3034, SDR-26, with compression type elostomeric gasket joints. 3. Inlets in paved areas to be cast -in -place of reinforced concrete, brick or precast concrete inlets as approved by the Engineer, with heavy duty frames and grates. 4. Bedding and backfilling to be in accordance with Detail this sheet. PAVING NOTES: 1" Materials and construction for on -site paving to conform to City of LaPorte requirements. 2. Refer to site Geotechnical Engineer and Project specifications for requirements relating to site preparation, placement of fill and treatment of subgrade. 3. Slope pavement uniformly between elevations shown. Any field change to finished pavement elevations to maintain 0.5% (Minimum) grade. 4. Expansion Joint Layout per drawings: a. All joints to be filled with an elostomeric joint sealant. b. Refer to civil detail for pavement and load transfer device details. ENTEX NOTE: CAUTION: UNDERGROUND GAS FACILITIES: LOCATION OF ENTEX MAIN LINES (TO INCLUDE UNIT GAS TRANSMISSION AND/OR INDUSTRIAL GAS SUPPLY CORPORATION WHERE APPLICABLE) ARE SHOWN IN AN APPROXIMATE LOCATION ONLY. SERVICE LINES ARE USUALLY NOT SHOWN. THE CONTRACTOR SHALL CONTACT THE UTILITY COORDINATING COMMITTEE AT 223-4567 OR 1-800-669-8344 A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION TO HAVE MAIN AND SERVICE LINES FIELD LOCATED. CONTRACTOR SHALL DETERMINE THE EXACT LOCATION LOCATION BEFORE COMMENCING WORK AND AGREE TO BE FULLY RESPONSIBLE FOR ANY DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE 'THESE UNDERGROUND FACILITIES. S.W.B.T. NOTE: SOUTHWESTERN BELL TELEPHONE CO. FACILITIES ARE SHOWN IN APPROXIMATE LOCATIONS ONLY. CONTRACTOR TO DETERMINE THE EXACT LOCATIONS BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND UTILITIES. H.L.&P. NOTE: -WARNING- OVERHEAD LINES MAY EXIST ON THE PROPERTY. WE HAVE NOT ATTEMPTED TO MARK THOSE LINES SINCE THEY ARE CLEARLY VISIBLE, BUT YOU SHOULD LOCATE THEM PRIOR TO BEGINNING ANY CONSTRUCTION. TEXAS LAW, SECTION 752, HEALTH & SAFETY CODE, FORBIDS ALL ACTIVITIES IN WHICH PERSONS OR THINGS MAY COME WITHIN SIX (6) FEET OF LIVE OVERHEAD HIGH VOLTAGE LINES. CONTRACTORS AND OWNERS ARE LEGALLY RESPONSIBLE FOR SAFETY OF CONSTRUCTION WORKERS UNDER THIS LAW. THIS LAW CARRIES BOTH CRIMINAL AND CIVIL LIABILITY" TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL H.L.&P. AT 207-7777. NEW DRIVES AT .RIZZTO AND REID ELEMENTARY SCHOOLS CAP # 9 9-7 s H;Et-_ 7- RIZZUTO AND �(v f 5z REID ELEMENTARY SCHOOL DETAIL SHEET FILE NO. F: \WORK\98-01 1 -00\DWG\ENGINEERING\REID-DET.DWG DATE JOB NO. 09/09/99 98-011-00 DRAWN BY -SH ET 'NO. m VI1 a CHECKED BY FHR. �Ra SC, E `�. NTS l j N x