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i�' , - - . - - ,I. A2 P D OF REINFORCED WITH DNS* #1( ,�C,gp_e �-� - �_�11,15TALL` THE NEW �5W, TE , - "I � I -1 P� I F _ F-- 9 , , -. 2 , a ��' -11 � ': W.� I I " , -� `,--,-��71
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NOTE NO. 2. iii, Pi ,�, 0 - - 1, � --it'S, il
7, - CONSTRUCT NEW 5% THICK REINFORCED CONCRETE PAVEMENT PER PAYING �� 9 CONSTRUCT NEW 4m THICK CONCRETE sTo ' - 2�0 ! � 513 C'er. , , , - . " 121 KING7 -'CH � VUL ,
_�.o .13ONSTRUMON - - � ��
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, - ,��_ ,* EXPANSION JOINT (E.J.D.) WITH SEALANT AT BUILDING -, . I A? AND SET THE NEW 3ti VALVE AND METER . I , I .1 %� , � I � . , 1� __�-_Is '17,11- W q I "I �_, -, _ -_�;,,�;,:�--�
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FOUNDATION USING 51ai RODS IS' LOW AT IS- D.C. (WRAI, ONE END) AND I IN THE CITY RIG"F:WAy.,-. : . .... . - - - ,�� -1 v :11, I
��_ - g�02 - , -, 6o Nd-rkur.T' 60�THICK REINFORCED CONCRETE DRIVEWAY PER THE CITY' 7 I'll � .. -I Sr . � "
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. � . � I . I - SHALL DE PLACED � I " 11 1� 11 I :, P_ j - ! , _�, di4 -�,,��,--- --: �`�'
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, � I LaPORTE., * , . 't WITH A WOOD FLOAT Ii NEW STOOP (4�0- W. DY*C* D. BY 2% 091:50 , , , � -, . I . I I - I'll .7 ��, -, - 14 . . V& -1 I i t, - - total � - 86 !" X, - � -T-Ow to, � I - ,
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� � - - . SLOPE) Wo WATER. LINE. To , - � � I 1. � . I I I .. I I � ` I 1� 1_,� : I _��, " �
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- I . � �_�i.. AT CENTER LINE OF DOOR ANO'FLU5H WITH DOOR i� g19 � THE PLUMBING. CONIVa0i INS'T'ALL' Tllrr,,�NEW 3. 1 1 , I . I i - : - I - � - I � F , &� - - - 0 1 1 � ,-� , "I t , a - L�__l
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V _1_z��4ii ferr " DE,Fi I WKI 1 POeR -I'l IRE51 161:99 (iffli"a e" fdo � -' t ' THFE5HOL � TIE BUILDING. SEE SHEET FMP,-! , .. : L Ic ,
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� il�k N, � 150 CREATE AN ACCESS AISLE AND AOCAMICS50LE FARKjwG sFAcF- NEwCO'NCRETE I I I &r � I � � I 'ICA - ,
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;'i"siZZ qs Apr Rr 4 ,V EbEIR 91FIviiiii d61IIfftWfR+6FA64i PAVEMENT SHALL BE LEVEL. REASONABLY SMOOTH. AND,THE SLOPE NOT TO' w - 1. ,_.1�1. tii,t . "". �m ivii &N vvv�. . � � I Van Accei Space I I I
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- I � EXCEED 2% OF 1:50 IN ALL DIRECTIONS. FAINT NEW 4 INCH WIDE SOLID PARKING , - I . . :1 , coi 240 � 1 700 - : ; " �,_71
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I "i - , ,�;,Ebleliti Shem SWEvi " 5 loin .. SEE Si __ I m . li-, I . 15441: 14 t fE NEW ffie _WA 0 1 - ''* ... r !,,,., , I I � . I t ` , * t 1, �_�
�!�',t_,' I 4A RRIAqW"M - 1 IEE�&" F ON9 519EWA � Wvf66&WRjAjSEq-6. STRIFES MP ' ACCE5SAISLE` (MINIMUM 96- WIDE) WITH 450 HASH STRIPES AT � . + ., I . � .. � 11 . � i. . � 24! - . � L . ... 1- . . _ - __ ,_ I SITE I I
*O' D.C. USE TWO (2) COAT YELLOW 'TRAFFIC IIA]Nr. . ,ER HNE "IR U . , __ + �,. � � , � -, . :: [ I
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I I � , I � I . e&CREFE 5PIft or ir rI em Reiiji aKery mi � o", # + n1l FAINT NEW INTERNATIONAL SYMBOL OF ACCESS (54m W.-Sy 60, K). Use TWO , .1 I � I ..- - : . � , . 20 MINIMUM CDMP. SAND FILL ' : W EXPANSION JOINT MATERIAL . � __ __ I- -_ __ - �� __ ,i - __ I I v ; ,, it R in � , , It , I �--i
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_�, I i THE Ftummw CONTRACTOR 11 I I "�, s 1) , . '' -
,- 000crri Milli rKOVIVE x4 (2).COATS YELLOW "AFFIC FAINT". (55PACETOTAL) � - SHALL LAY THE Wft�o SANIt SEWER LINE AT - - 0. H. 0. I , , WOOD FLOAT FINISH r I- � --t I I � CAK a . k 1 1216 �16r.M.2,S!5 wa, . ", , ,_�:��t
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- EP AND I AN00 "BLED dofffi ,W bf- BE 12 EACH ACCESS113LE PARKING SPACE SHALL BE DESIGNATED AS RESERVED BY I OUILVIIii MP. CONNE���- - - rz � A . , - I � i � ... I , -
--,,-,-, � (�CQN E AVE�MENT ,titittttittit�OETA�IL _.m:__04 OAK comr.,:11 ,�. I I T ER CRK !I .90 1�... I . a - _ t
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A VERTICALLY MOUNTED SIGN ON A 2*0 � - - ,A_A__ , F S y ! S 0 1�, I ,,,
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i - , � CONSTRUCT NEW 6' HIGH CONCRETE CURD RAMP V-O* W. BY 6-04 Lo. WITH A - BY Oi 01 STEEL PO - . � I I I- ___11_ , - �, - I - I . -1 - 11 I UbAff ttiii..ii., .. � i
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+ - CONCRETE SHOWING THE SYM130L OF ACCE551DI � I lit-. __,,,_,,_g comi OR il 11� 11� I I m Iiii ft ame ym r 6 - I 1� � ; .g , I m 0 -�B "'m-- "I
0 ii 16*11 � I . � I I . I I , � Q ON , , I I
- I FINISH 5AW-=S AT �m .9. � '' - - I - I : . W , S - ."!
1 MAXIMUM SLOPE OF 1.12 AND A TEXTURED NON -SLIP . Ury. ONE SPACE SHALL HAVE = 11�1 - � _�,. V --- -
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9 I 2"O.C. 900 TO DIRECTION OF TRAVEL. RAMP SHALL HAVE FLARED SIDES WITH A . AN ADDITIONAL SIGN oYAN-ACCE551BLFe MOUNTED BELOW THE SYMBOL OF ri "IE MR 7_. ,_ t,., _ ,�� 4 . I - � . - i lw�:s CL),,�E�
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- TEXI`UPED,,NOU-5LIF FINISH 5AW-CUTS AT 2' D.C. AND A MAXIMUM SLOPE OF ACCESSIBILITY. CHARACTERS AND SYM13OL5 ON SUCH SIGNS SHALL 13E 1: , . �
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, LOCATED 60 INCHES MINIMUM ABOVE PAYING. T - . - .. , 0 24' 0. r.,: - ; .9
C� � � � . I -1 - . � I v, � ��
1.12. SEE DETAIL (2 TOTAL) g: 5 r>5,rjm L. 5 /"- I . SEE DETAIL THIS SHEET. - '_ - �- �- ,- - � , - -�--- - - I I I - I v I i I I .1 .- &A-S -0 .w a .-, � '5 I �' ,� , )
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, 1 . _� - (5 SPACES TOTAL) I ELECT=j�L_SY_AyIC Ur EXPANSION JOINT MATERIAL WITH I , C � I p _, IT ;... ; = e2 -E 8,5"g im a I
- , . 7 � � � a THE iiii FOO GANC - im 0 2 g " -
- 11 � ' I - E ENTRANCE SHALL PE INSTALLED PER HOUSTON : VV I � I I � I I lA0i=;ALm- - li, ,
i il - . . , I �... I I �� 'I- t
�_ , I " 0 CONSTRUCT NEW 6-0- W. BY 6-0- D. LEVEL CONCRETE STOOP AT . I j SEALANT AT TOP � 1. ft . . � ; _ , .6 8 mict-w z,5E; w to m , " , I
t_�- , MAII, I LIGHTING & POWER COMPA I 1 %3 i � I � , - I , _ � I , , 11 I i , I � .
I ENTF 1 � g13 FAINT NEW 4 INCH WIDE SOLID PARKING STRIPS. USE TWO (2) COATS YELLOW I NY`5 $EFY1CV OUTLET L66ATION MO�_ DATA i . � I . . � I- I - =,, ki E 0 0 m ::,.
I -9 � I -- E ,).g � 8 - �, "
, _. * : ZANCE DOOR 1/4 INCH MAXIMUM BELOW POOR THRESHOLD (FINISH FLOOR). 5TATEMEN17. SEE SHEET F-I . I . - s/w PIA, DOWELS - IV LOW ' I �. ! Tyri TkcrENm EDGE I I � . I . � i , I �_*_ �____29CI;_OR C-6 I A 11 0 49 0- I I cu-S-0 EE�c 11 I �
f", I I � . SLOPE STOOP AWAY FROM BUILDING AT 2% OR 150. CONCRETE SHALL 13E 4" i 'TRAFFIC PAINT'. SEE PARKING INFORMATION SCHEDULE SHEET Sf-1: .1. I . . I � 1. I I �. .11 I I _____�� VARIES . 1. .� - - 1� I 1� I . �, , I - i 0&�1620:5 -wo, '- - _"!
, , �e T � . � - .1 . I 0 w O.C. WRAP ONE END. . ,- % i I - %3 1 . �111.
' DETAIL - I - -
�t . � . � � . . - . I Wa � �,
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- , _� - I I . DOWELS AT R\ C 0 N C_R E T' � . v g 9'� m.f -m , , " I I
I . . . - E , C U R'D 4 - 8 .
i__' - - I . . I � POORS ONLY I I � t .C- a, , E , "t'!
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THICK KFINFORCEP WITH 6`i #10/10 W.W.F. AND WITH A WOOD FLOAT FINISH i STEEL PIPE DOLLARDS, 19LLED WITH .. . 1. - I I . . : � .m./ � �', i I 1 .v i c i n i t - I im,e3A ,
PROVIDE A DOWELED EXPANSION JOINT WITH SEALANT AT DOOR U51NG 5/5"to ! & x 64 *101to W.W.F. --� , 5. , I . I
"___ " I TYPICAL THICKENED EDGE 150 � t 5 C A L E :' Nt 0 N E � .� . I 1� 9-1 �, ` ,�,� I � , �_,_ �!
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� . . _z 'PARKING " - I 9-w � " . m , ,,,
, � 'm% ou a 0 =2 ,�,
�;`__ � � - CONCRETE Vi AF.r. (2 PER DOOR - 10 TOTAL) SEE DETAIL, . , I - . . . . I =E.2,wEr , ,,�,
ETE . . , I . � IN CENTER OF CONCRETE - - 11 �,' �� i . KEY MAP NO. 63 � ,
?I , I ��,�_ - 1/4' 1 - .. :MEWALK � - ; - m m I I I
� - LOW AT TV D.C. (WPAP ONE END). TRANSITION DETWEEN CONCR REINF. SEE IISFA - FA t, V?' EXPANSION JOINT MATERIAL WITH I -
RODS 16 t ii! � I
, 0 INSTALL NEW 8i SCHEDULE #40 , f -9 _9E ji I - , I
,�, � I NO SCALE
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��,,,�� . WOOD FLOAT FINSH - 1, % I ! - � = - 0 Ezw w�c-
_",� PROVIDE NEW CONCFFTE51'i BLOCKS AT ALL DOWN5FOUT5 DISCHARGING I .. - 1111 -L ;17 : 2MA.- .6 ��
Al- ill I . SIDEWALK. SITE CONSTRUCTION NOTE NO. 7. AND CONCRETE STOOP SHALL I G I ONTO THE NATURAL GROUND. � . � � VW R; � . . � I - � 13-1 " X I , ! � 1�.. Al TOP . . . . I _ , � , I I I OgF � ` '
. . - : - 0 . L I T_ VARIES - ,_N1 - , , � ; � O'%! 5 .*B,uj m -, � --i'A
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-e`, - I I DEFLUSH, LEVEL MD REASONABLY SM60TK SEE DETAIL 4/tiw- I I _\ � 7,_.1. .0 ; ii PAR �L_ , - � w . . � . I . I I . , � FLOOP HAZARP E30UNDARY: , -
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7�,�,<�-_��, . I - I � � . ; . _1 I= -1 vau tttle ,�, ; THIS TRACT LIES WITHIN ZONE 'X' OR AN AREA OF MINIMAL FLOODING. THIS 5TATEM 0802"I -=W �g * 1.
I � I I I . . 0 . =111101111 I 'I, I ENT it mmg8wE-78 � , -.1 i
� PWOOD 1. . I . �.. .. ... A, I , , I I � 20 , ,_,
F'-,�- ,- " \ � `Iiizio 15 BA6EP ON SCALING THE LOCATION ON THE FEDERAL EMERGENCY MANAGEMENT m 0
. . WOOD FLOAT FINISH a E �
-� 16'i #10A0 W.W.F. AND WITH A WOOD FLOAT FINISH. PROVIDE Ix4 RE � I I I . . .4 ::_ I I I I5 t . , - It C vw_,_i ,�ij
- . . HALL,DE ROUGH GRADED TO 6' BELOW TOP F ALL . r a I? "'N" * , 'm � - . - 0 -0 2 � .
J, "7", 1 1 , I . I gjtiii. � 2' WNIMUM VG. � . I* x - ;r , , AGENCY FLOOD-1145UPANCE PATE MAP (F.I.R.M.) FOR HARRIS COUNTY I . F:-E a 2 a 8 A S a ! - �
11, . -1 , I I11IF1IF_9jF1i . i COME. SAND FILL , OL I ftrm I � r w m -1
E�PANSION JOINTS AT EVERY 20 L.F. AND HAND TOOLED JOINTS AT EVERY 1 ALL LANDSCAPE AREAS$ ' � - I -
, . I
I � 11 0 FL m
-11 I � FOUND. . �, � , I I I .1-1 , a I � � I ,
I
-",' , - . WALKS, AND CURBS. FINISH GRADING AND LANDSCAPING ARE BY LM05CAFE � I � I . I , - I . I I 1
4 L.F. THESIPEWALK SHALL NOT EXCEED 5% OR T �R. : i .'.1 - . . . COMPACTED 5110-GRAPE ji 'I t I
�Id�,_'�, I � E 1 g SLOPE FINISH GRAVE AWAY FROM BUILDING FOUNPNIION AT 5% SLOPE WITHIN W �__w , 4 � , �, ! i
0 CONSTRUCT NEW Vi W. BY 40 THICK CONCRETE SIDEWALK REINFORCED WITH In :i! IN CENTER or 001,11i , .
10 L.F. h .
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0 0 a Z ,� _ PANEL NUMBER
Z'_"&� " � I � 1 #4 13ARS VEMAL � . #4 OAR - - - . ... - � I � "Il'l 11111111111 Ill I
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�, I I CONT, . . I �' 13ENCH MARK: ,
. OFTFAVELNOR2%OR1:50]NCRO555LOPE 5EEPi -11,ii CONTRACTOR. I . T . -w . . ; I bil COW. . I � _z.: 1.11,11. . I � . , I I
. , 1:20 SLOPE IN THE DIRECTION i I . .: , , I I , 1480IC'lI1v4jPATEP:61c,4 SM&SIL. C,, IC1.1c, I
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17;�k_�",�`,;, . CONSTRUCT NEW 6* THICK REINFORCED CONCRETE APRON AT OVERHEAD DOOR I #5 OAR . , . 24- I /-/ . WOOD FLOAT � � I . ;� 11 mw jiucKENEp EDGE, I - , . - . REM � t, r I ImUmilm I I I I- - I i . I I
. �, 0 ' 6mri SUB -GRAVE ---------- 1 --- j � FINISH � , I w '. - � - N, I ,_ 11
'm , . � 9 loza I -3mvErr 'er-Iiiii, � ! aAft CO
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R�w__v - . PER FAVING.NCTE NO. 3, EXTEND AT LEAST 2'-O' BEYOND THE EDGE OF THE � I - - - REINF. SEE I # 51 -1 , 21v � in lii_� r WMUM' Comr. SAND Fi Owi , �, I , ser, . I .
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V,�iqgzz � . POOR BY Vi P. BY 2% OR 150 SLOPE AWAY FROM BUILDING. SET EDGE OF L::::::::::!:,::�j � . FOUND. � i 1. 11 vi < I
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, , �tiii 11 . I 1 20 MNIMUM COMP. SAND FIL I & � "*.*.* .. . . � k ,COWPACTED SUDGRADE 11 " i � x - ,,,
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I . . r . Ummi #4, OARS VERTICAL I I LEGAL DESCRIPTION: . . I- . i LU .. I I
-'� , I I . APRON FLUSH WITH OVERHEAD DOOR THRESHOLD 11V MAXIMUM BELOW FINISH I CON IETE WEMENT, DETAIL , (�, �CQNCRETE P.0 0 R. STOOP PET I 0 2V D.C. , � , I.- I
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�__ _1 FLOOR. PROVIDE A DOWELED FXPAN51ON JOINT WITH SEALANT AT DOOR USING C' ' . i , , I .
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, ,� I , � . - I I - A TRACT OF LAND CONTAINING 1.9,141-AC. (Boo,oat'i FT.) OUT OF PESIGNATED AS - I :
, . a a 0
�, _ I 5 c F . _ \�_/S.CA ROW. SEE IISFA I 1 � I ;
5/800 RODS 15' LONG AT 24"O.C. (WRAP ONE END). SEEPETAIL 'b/SPLI � A L _. N 0 N E - TYFM THaXM EDGE
� - - I I I 1 I r - - I - . 11 I . � � COMEFCIAL RESERVE IN CFEEKMONT SECTION TWO OUT OF THE W. M. JONES SURVEY A- LU
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_r" I I , . I I � I . SCOPE OF DOCUMENTS: � . � I I � It
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", L . L - I . L t - THESE PFAWING5 INPICATE THE GENERAL SCOPE OF THE PROJECT IN TERM5'OF;' I - 11 I
, � ` - - - - _�
_-, " I . I I L . r ::,. �-,'
,� ' . I ARCHITECTURAL DESIGN CONCEPT, THE PIK�EN51ONS OF THE BUILDING, THE < -
FL-t", - < 0: � I
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1; - - . L . I " ,�� 15 0 a f2.1 ,2--) a, � ,):) a 4. i %� I � . L I L I ARCHITECTURAL ELEMENTS AND THE TYPE OF STRUCTURE, MECHANICAL, ELECTRICAL x - I - I j
''I . . - __. . ... I L I . - I � L L I _;t5 'j2 - _!�_S1__,Z&)-.L_ I � I P AND PLUMBING. SYSTEMS. AS SCOPE DOCUMENTS THE PRAWINGS DO NOT - - 11;
I . a I - , - _ I � LU I �;
�� Ir I -1 . -- -- L - - � NECESSARILY INDICATE OR DESCRIBE ALL WORK REQUIRED FOR FULL PERFORMANCE I %_,-�
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t- -- We, - V _17- 01%, itittitititiiiiiiiiiiiiiiiiiiii��w .� . �' I i AND COMPLETION OF.THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. ON THE BA515 a: L I i
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�, -� , L . __ - - f=r - 4C 101 &L.VC46u�4t.ii -, _ L - �Cj . wtii . I � OF THE GENERAL SCOPE INDICATED OR DESCRIBED, THE.CONTRACTOR SHALL FURN15H 0 1
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__ L I i I I . . . I L I ------ � M., " ', ALL ITEMS REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF THE woizr,� III 1. I
1i - . I I - - �- - - . I ��THESE DRAWINGS SHALL NOT 13E USED FOR CONSTRUCTION UNLESS 'DATED". _j I �
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� _ : 13 , i GENERAL CONSTRUCTION NOTES: I I L I . I .. I ",�
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1_. . - \9 . . I . I we, : . � SPECIFICATIONS AND THE REQUIREMENTS, AND STANDARDS OF STANDi . I ,, 1
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" - I - , I I I I I : , BUILPING CODE AND CITY OF LAPORTE ORPINANCE5. w . '." t
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11L, , 0 1 0. 1� � , 1 2.1 PRIOR TO STARTING CONSTPUCTION, THE GENERAL CONTRACTOR (G.C.) SHALL i
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"�"._: � . L I v � , I . . I MAKE CERTAIN THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN ; mi . I - I I
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r , " � I C"14 d I - -�-.)--51_00 - L I � , R, i , ODTAINEP. NO CON51`RUCIION�OF FABRICATION SHALL BEGIN UNTIL THE GENERAL � I I . I - t
I 11 L * . I I z
;
� , �� � t � .
I w Cl - It I � I If " I CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER I � . i
. I , I ,�. 1, � �i
II " I - I � � � . I . ;� � t � . � I I :;
I / I .. I : POCUMENT5 APPROVED BY ALL OF THE PERMITTING AUTHORITIES. I I j I I 11�
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I - - __ I . . . I . I - :1 3. PRIOR TO STARTING CON5TRUCTION. THE GENERAL CONTRACTOR AND I . . I I I ,t
� I � I IL _L1 1. I I . ".. . �� - - - - - - .. L I - I . I � . . : . , 5UEI-CONTRACTORS SHALL REVIEW AND UNDERSTAND THESE PLANS, VERIFY ALL, I � I 11 .�� -;_,� i
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I I __ I I . - . - �L _: I L � im � L . . I ! . L I � . � � I PIMEN510N AND 51TE CONDITIONS, AND SHALL NOTIF THE OWNERS: Ami I I �1 I ., ,- i
I - I . I I . I I I , REPRESENTATIVE OF ANY 015CREPANCIE5 OR PIFFERENCE5 FROM THE L& I ,; .� : �
I 1P I ��,_; L ... L, ." : __ ---'I- . - I L I . . I . . . I INTENT OF, � 1 1-1 , ��',t
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1 L I . � I . , , I L ' 7. _ � , r .-_ - - .- I . . I � � :, .� I I . I I I THESE DRAWINGS. . . I I � , : I - � I L' _ 1"i
I . _ �_._ L. ,:.. - - - , '" , I I 1-1 - I . I I L
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.P I L I - I __ - -/- - LL I.. .1 Aiiiiik- ; L . . I �11 "I - 1 4.1 CONTRACTOR SHALL COMPLY, WITH, LATEST 05HA AND STATE OF i I " - :"_�']
I d . � I . - � . � I I I REQUIREMENTS FOR EXCAVATION. TRENCHING AND SHORING. I . I w I -, " , I ,�_'!
I __ L . . I I i I !
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I I � . I I -1 L I � - I . 1 .5. - -ANY DAMAGE -TO EXISTING SITE IMPROVEMENTS OR SURROUNDING IMPROVEMENT, I I I , I I
I ,- - L j :? 11 , . I I., , i , I � I � 1; 9) I ' 01% I I "I I � 1
4 1 - , f , - I . . 40 � I � PU13LIC OR PRIYATE, BY THE CONTRACTOR SHALL DE.REPAIPEP,OR REPLACE AT I � I ,_ I - -i i
_j I I . . I I P I -� ,
I . I I � � W_ , I , I ��l
\Q1 , 1�0 I , L L . r b: , - I L THE CONTRACTOR'S EXPEN5E. I I � f , , I I I ,
- . . - I I - - , I, I
I I - __ IA I . - . L I t � 6. � DO NOT SCALE THESE DRAWINGS. CALLED DIMENSIONS TAKE PRECEDENCE OVER " - __ ,._�
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4 , . , I - _�5� . , - , I L ! I - - I TH15 PLAN WAS PREPARED DA5EO ON A DOUNPARY SURVEY - - � :
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. . . - _ z,;r-- � . I , - . I 1, PATEP NOVEMBER 13. a * : I I �' I
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I L � t . I . � I . Cvvxi-OK-1,44,�-r- . I 1 1992, PREPARED BY WADE PIKE, THE WINPROSE'5UPVEY.COMPANY, REGISTERED � Ix 6. , I ,
. �
y � � 1.141 1 1 Y 1. . , - I )Ii , " PUBLIC SURVEYOR NO. 4757, HOUSTON, TEXAS. PROJECT NO. 6226,, , 1, , IJ
!3 �: -1 1 , I I __ I � . I L � I I :-, " �
I i _ i 0 � _ - , ,, I I - I < I 1, ,.�
-1 FIN - , I i , . _ - � . . � , , -i
I Lj , � i THE LoCATION5 AND ELEVATIONS,OF EXISTING UTILITIES APE, SHOWN IN AN 0 1�' - �,�, ��
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- I . % I -OR Ir I �� ,
I % I I - �r I I . I I . T � �. I r I L APPROXIMATE WAY ONLY. THE CONTRACT Z SHALL DETERMINE THE EXACT I I L � I- -1
... 11 - I - .. f ., .. . :. I 1. U , t_�, LOCATION OF ALL EXISTING UTILITIES AND. FIELD YERiFy TOPOGRAPHIC; U. a I - I " __.�,,
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I -L . - I - � I L . I . i � �� I � � 1�1,i
I � ,a I ,I I . I .. I I __ __ . , � 0 : � INFORMATION BEFORE COMMENCING WOFK, AT LEA5T'4& HOURS FRIOR TO 0 1 � jL1` i�
I .1 __ I L _ I
L 5!z�&o � . .. I . -1, fUll : COMMENCING ANY EXCAVATION, CONTACT THE ary OF HOUSTON THE unt. I (n 0 11, I 11 11
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� 11 - . . , I I , d --- - ;tA� � - - .1 I I . I . L , � COORPINATING COMMITTEE, INC. I I .AND ITY � , 3: � - I I
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� AT (713) 223-4567 (Ij HOU5TON); 1-660-66",344 a I I
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4 15-0 1019 r� , I � � . \A I L!'5Y6TEM AT 1-600i t z Lu z � I I
�� I I I I ".: , I I L 4- 1 1 . -'L . _� I . (OUTSIDE HOUSTON) AND TEXAS, ONE CAL 54545. THE i I "I - , ,,, �';
__ __ - L . 11 - I �11 i t��6_ , I .. . - __ ! CONTRACTOR SHALL BE FULLY RE5PON5113LE FOR 4NY AND ALL DAMAGE w a "
I ... Q& 11., � � I :'T I . CAUSED , . I �
I . . . � L i I < z CL , _1
:1 ' t � BY HIS FAILURE TO EXACTLY LOCATE ANDAMINTAIN THESE UNDERGROUND . I 11-11
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I \. - - . `!" 'L I .. 1. I Ij : i �3. , THE FIN15H FLOOR ELEVATION OF ALL NEW DUILPI MINIMUM � '00 - 10 , - "
.. I I -,. _11- J
. to . . I . . � NG5 SHALL BE SET A I I __e, �
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- . I ') ABOVE THE NEAREST MANHOLE. OR WHERE NO SEWER 15 �� t%
I- . . . , I _. I . I 111- t
n .. L 7 ,� . - I . I, I . "I _j . , TWELVE INCHES �12 . . , '1!i�,
. I t I . . . A � �_ : - AVAILABLE THE FIN15HED FLOOR SHALL NOT,135 LE55 THAN FOUR INCHES (4' 1 � t , . _� - ,
I 1, _. __r� --f .) - - I � ) I � - 'I
I . ___�Ii . - , L L .,,I . I A I I . , ABOVE THE CROWN OF THE STREET -1 . I I I �d
1i 17 _ '��-OC-- LIMF , i I - . I ,-,.
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- . t - � L - 126- W/_�. �-__ - . 4 L � SURVEYOR OR" A PPOFE55IONAL ENGINEER SHALL BE t - -1 i A
I _. - . - I I 1� i I I -1� �
. L it �-,? _ , '*42, - - I . I) I RESPONSIBLE FOP ALL LAYOUT AND GRADING STAKES. - 11 I I - � .
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I I L � L I I 1:1 -, P"ING.CONTRAcTOR SHALL ODTAINA � L 2 - !2 "; � , I �]
I L I � t - I LL PERMITS AND PAY ALL FEES AND PRO 1 , M.- " � 11 4
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I I I I ___________�_-_ � KATA C05T THAT.-APPLIE5 TO H15 WORK BEFORE CONSTRUCTION BEGINS. : " m - t: t,'� "
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. . . I . to I L - .1 . 11 I . I � I., , I � 1-2. NEW 5- CONCRETE PAVING SHALL BE PLACED OYER COMFACTED 50-GRAPE NEW': : - I- 2: I � 1"� 0 0` I I - _ , � 1�
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I I I I � . . I - 11, � � , � V : - ''
. - . - . I _ 11A. ,Sii* I CONCRETE SHALL BE 5 SACK (3000 FSQ REINFORCED WITH #3 BARS 0,' , �j - L, . , '_:L",�
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ffOOM ORAwAGE CONSTRUCTION NOtES: ` . � w � - J.
ON SITE DETENtION DESIGN. NEW ro lo x 81 LONG P. V. C. RE5TRICTOR
C015TRUCT NEW CATCH BAS19 INLET 1. WITH CAST IRON FRAME AND GRATE -
-
VOLUME COMPUTATIONS
N
PIPE IN51DE A-12"0 OUTFALL PIPE t0
(W x 301 DRAINAGE AREA 021 ACRES), T/G ,27.00, FL = 25DO SEE
-
t- - - - - - - -�
f- CONC. FVMT.
RISCHARGE AGRICULTURAL RUN-OFF
DETAIL 2/5P 2
TOTAL AREA OF SITE = 1a36 ALxES
-
0.50 CFS / AC )
Pi
CONSTRUCT NEW CATCH BA5W, INLET2. WITH CAST IRON FRAME AND GRATE
AREA TO BE DEVELOPED = 0.648AGRE5
I
(2<i x 24"ORA(WAGE AREA 0.16 ACRES)- t/6 = 26A, F - 24A SEE DETAIL
0.648 x 0.45 x 43,560 = YL.703 GU FT (0.02916 AG -FT) OF STORAGE REQUIRED
❑ ❑ ❑❑ ❑
I01
27
CONSTRUCT NEW STORM WATER DETENTION POND PER DETENTION POND
BY HARRIS COUNTY FLOOD CONTROL 015TRICT (H.CF.C.D.)
METERED OUTFALL COMPUTATIONS
t j
1
1
❑❑❑❑❑❑
❑❑❑❑❑❑
I
6' X G` #6 / 6 WIRE MESH
CAGE'TO CATCH DEBRIS
CALCULATIONS AND DETAIL.
AREA OF DEVELOPMENT: 0.648 AC x 0.50 GF5/AG (AGRICULTURAL ci) = 0.324 CFS.
I
❑0❑❑❑❑I
1
�
6 '
NEW PmN PIPE - 95 LF, OF 36e PLASTIC CORRUGATED- WITH SMOOTH
RE5TRICrOR PIPE, 51ZED FOR A 3.0' HEAD, SHALL BE AN 6"e x 4' LONG S.D.R. 35 (P,V.C.)
I
❑❑U ❑❑ ❑
I
W
INTERIOR PIPE SLOPE AT 0.1el. BETWEEN C.B: i AND DETENTION POND.
PIPE PLACED INSIDE THE 12" O R.G.P. OUTFALL PIPE.
1
29
NEW DRAIN PIPE - 135 LF. OF 24"0 PLASTIC CORRUGATED WITH SMOOTH
DETENTION POND CALCULATIONS
N J
INTERIOR PIPE SLOPE AT 0.18% BETWEEN C.13.2 AND DETENTION POND.OT
ONEW
DRAIN PIPE -40 LF, OF 12"e CONCRETE PIPE SLOPE AT 0.44% BETWEEN
VOLUME _ (Al 2 x dt) (Al 2 d2)
0
ERR■
■■■I
11[
I1L'-=Ill=L1
s
EXISTING CITY MANHOLE IN STREET R.O.W. AND DETENTION POND. WITH 60 1 ,'t �• E.J.
5CH.35 5DR RE5TRICTOR WHERE: `' 'a1 50L 1D GR Uf 0
31 INSTALL A NEW WIRE CAGE OF 6x6 #10/10 W.W.F. AT ENTRANCE TO STORM Al = AREA (LOW BANK TO LOW BANK) 5054 5Q FT
SEWER OUT FALL PIPE FOR CATCHING DEBRIS. A2 = AREA (WATER SURFACE? 750 5Q FT
di = DEPTH (FROM AVERAGE LOW BANK TO WATER SURFACE) = 4.5 FT
OPROVIDE A RIP -RAP MAT AT OUTFALL OF DRAIN PIPE INTO THE DETENTION d2 = DEPTH (FROM AVERAGE LOW FLOW TO AVERAGE LOW BANK)= 0.3 FT
POND. RIP -RAP SHALL BE 80# TO 150# EVENLY GRADED 5ACKGRETE OR STORAGE VOLUME PROVIDED (POND) = 13,059 GU FT
BROKEN CONCRETE (NO EXP05ED REBAR5 - MINIMUM 6" TFOCKNE55 PER = 6.3 AG -FT
STONE -18" TOTAL THICKNESS FOR MAT).
A2 WATER SURFACE ELEV. m
1 s Al a 1 d1
d2
DETENTION SUMMARY
1. AREA SERVICED 0.648 ACRES
2. DETENTION STORAGE RATE = C5 = 0.4� AC FT/AG
3. DETENTION STORAGE VOLUME REQUIRED = 12,703 CU FT-
0..2114,AG-FT
13
4. DETENTION STORAGE VOLUME PROVIDED = ,059 GU FT
EROSION CONTROL NOTE: = 0.3 AC -FT
ALL SLOPING SIDES WITHIN THE DETENTION POND„ EXCEPT THE CHANNEL 5. MAXIMUM DESIGN WATER SURFACE ELEVATION = 26.4 FEET
BOTTOM, SHALL BE HYDRO -MULCH SEEDED A5 PER HARRIS COUNTY FLOOD 6. MAXIMUM OUTFLOW RATE ALLOWED (0.648 x 2.0 CFS/AC) = 1296 CFS
CONTROL SPECIFICATION ENTITLED '11YDR0-MULCH SEEDING" OR APPROVED 7, MAXIMUM OUTFLOW RATE PROVIDED (0.50 GF5/AG) = 0.50 GF
EQUAL. 5
6. RE5TRICTOR SIZE _ 60
i . r O -A, - , 1
HEAVY-DUTY C.I. TRAFFIC -
BEARING FRAME AND GRATE
E. J.
NOTES:
WALLS CAN BE- pp
1. 8' BRICK (5HOWN)
2. 6' CONCRETE
3. 8' SOLID Cum
M. H. BLOCKS :4.
s° rHK. x 124 W. POURED OUTFALL PIPE SIZED FOR FULLY DEVELOPED
CONC. RIM j DESIGN CRITERA (2 CSF / AC)
E. J. CONC. PVMT. POND OUTFALL DETAIL
SCALE: NONE
CEMENT STABILIZED
BACK -FILL
i
OUTFALL PIPE
COMPACTED SUBGRADE
r A-rru R A GIKI n1=-r A it
, V 1% 6 L. 11 V 11 L
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8
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_ 25 Ft✓ 3 t�q °I --
�22 APR•ILl9`1°L _
21 Mi H 1999
N
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S �P I CRK i
G I CKS R SRCRSTV Y = 1•
s UGAR ul vl
Atli
$ +�
x `
W V' Y I M. �, $
NoarN s few;IA C ST
700 8 c CAKYlEW i j?. 'p•' b
J B 6• Ei OLD ORCII 04
vicinity mad
1 NO SCALE KEY MAP NO. 699-W a
FLOOD HAZARD BOUNDARY: ® ��
THIS TRACT LIES WITHIN ZONE °X° OR AN AREA OF MINIMAL FLOODING. THIS STATEMENT IOU
%
15 BASED ON SCALING THE LOCATION ON THE FEDERAL EMERGENCY MANAGEMENT
AGENCY FLOOD INSURANCE RATE MAP (F.I.R.M.) FOR HARRIS COUNTY PANEL NUMBER
�,�eo1 �94.o;J �i1sT'JI',� .►11Qy. Cr 1 9 ry L •
15ENCH MARK:
U5C & G SURVEY MARKER - BRASS P15K IN CONCRETE AT INTERSECTION OF STATE coQ
HIGHWAY 225 AND HIGHWAY 134. ELEVATION 20.62 (1978 ADJUSTMENT)•
TM ►-
SQUARE CHISLED ON TOP OF STORM SEWER MANHOLE ON THE EAST SIDE OF Z
UNDERWOOD 180 FEET NORTH OF THE INSTERCTION WITH MYRTLE CREEK. ELEV. 25.12 _
LEGAL DESCRIPTION: G
0
A TRACT OF LAND CONTAINING 6 g'(PAC. (Sgu.a.a 50. FT.) OUT OF DESIGNATED A5 07
COMERCIAL RESERVE IN CREEKMONI SECTION TWO OUT OF THE W. M. JONES SURVEY A- J F -
482 LAPORTE HARRIS COUNTY, TEXAS. - Q
STORM DRAINAGE NOTES: T _
1. PLUMBING OR DRAIN LAYER CONTRACTOR SHALL OBTAIN ALL PERMITS AND PAYH
ALL FEES AND PRO RATA C05T THAT APPLIES TO HIS WORK BEFORE
CONSTRUCTION BEGINS. (INCLUDES OPENING. IN STREET, BORE AND JACK, TIE TO n
CURB INLET, MANHOLES, ROOF DRAINS OR OUTSIDE DOWNSPOUTS CONNECTION TO J
DRAINAGE SYSTEM, CATCH DA51N OR OUTSIDE AREA DRAIN, AND GROUND IN
STORM DRAIN PIPE, ETC..)
2. THIS STORM DRAINAGE SYSTEM 15 DE15IGNED FOR A 3 YEAR FREQUENCY]
RAINFALL HAVING A MAXIMUM ALLOWABLE, RELEASE RATE OF 2.00 C.F.S. PER
ACRE. Lj
3. CONTRACTOR TO PROVIDE TEMPORARY MEASURES TO CONTROL STORM WATER
RUN-OFF DURING CONSTRUCTION AS REQUIRED TO MINIMIZE ER0510M
4. CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING ALL AREAS TO ENSURE i.
POSITIVE DRAINAGE. NO RUN-OFF SHALL DRAIN ONTO ADJACENT PRIVATE l
PROPERTY. NO DOWNSPOUTS SHALL D15CHARGE ROdF DRAINAGE WITHIN,la-& 1
OF ADJOINING PROPERTY LINES.
ACT
i 5. MAINTAIN A MINIMUM COVER OF ONE (1) FOOT OVER ALL NEW CONCRETE AND P.V.C.
STORM SEWER DRAINAGE PIPES. (ALTERNATE CAST IRON PIPE)
6. ALL NEW FINISHED ELEVATIONS SHOWN ARE TOP OF NEW PAVEMENT OR GUTTER;
L. _ _____GRADES UNLESS SHOWN OR -NOTED OTHERWISE.
SITE LEGEND: - -
EXISTING: NEW
- - 12' 2 - SANITARY SEWER LINE 4.5
8'W - - WATER LINE VW
STORM SEWER LINE 12'5T
-- - O/E - OVERHEAD ELECTRICAL 0IE
OJT - - OVERHEAD TELEPHONE O/ e a
- - - UIE - - - • UNDERGROUND ELECTRICAL - .- UIE
( C,
! '- -- G - - GAS LINE G Oa
- --- DITCH OR SWALE -- -_
�
-(27.0)-------• CONTOUR LINE (27.0) ' 01
+ MANHOLE 0 0 ce CATCH BASIN ® ca aas JUNCTION BOX Is a 0
i CO ctcaurnrr I. Z Q
- 7S
1G '. x<' g G - -- -- ----� .- �r�
-
-M 1 I ;, s t5 ep�� aa1 j, . � l -C�• QuPi-& Tr-41etuw -.`,_ Y ,.;. ':c>�E, OF T \� �.: T.�
fiM
•
• n
• ` � - D �t�-^.. , Of'1 ,.. :,, 3f' � f
' �".1�GEMYL.OYN.�.A.SINTERPDSE No 0 TIO..., .....N
A
I ° ti9 3595I O: �¢
FINAL APPROVAL BY OTHERS Q
` _ % a - INTERPOSE NO OBJECTION
/ Nafns County Flood Control DistnC FINAL APPROVAL BY OTHERSp
%--
_..., .
:
,5,�1 project,
Dat- a 'yam Pia1 CQianiy Flood Control District.
THE ABOVE SIGNATURE VALID i'I Gc OU Z ~
FOR ONE (1) YEAR ONLY. y- q + • f� ..�L�
d o t e
TME f ABOVE SIGNATURE VALID
FQ,R.ONE (1) YEAR ONLY. -
„• r� drown
;04 't'n-ems t�I.40�•-
C, sheet no.
of .
NOW
,
'
....____. ,..:__.. .0 ._ .... ,...,. ri .._..,-..�„_..._m...,.u..2"YY3`-.,c:.._.e>+.;'w �,;.�.v:,.z.:,�.,:z:w.::..�u�:..=,az., 4. a.., .,. N..=- _�:. ,..__'�4:.v:..cs ,. _ _._ r_:a .--._ .�_-.,.a,e,•3:r.JM��„v:.-.a-.:v.........»tiw_.c,.�s._ .,-....,. ,._ _. ,.-...
t'LA11` 15CHEDULE
MK
DESCRIPTION
CTR
51ZE
QTY
TREES
A
'I' COMMON NAME: (D) TEXAS REDBUD
BOTANiCAL NAME Cards canadertsIs var texer�sis cukivars
4O
`•il�r'
rA&&
5
RE51DENTiALSHIELDING
f3
[*COMMON NAME: OLEANDER
'
GAL
STREET SHRUBS
C
COMMON NAME: WAXLEAF LIGUSTRUM
BOTANCAL NAME: LI uetrum japotilcum
2 5'
1.5
GAL
30
1 •
' 'SPRAY WITH ANTI' PE551CANi
EA, UT
RETAIN NATURAL FORM 0,- UPl
_ .. �-..,
2 'PIECES O ::AEI 0
i) R NF ACED
2.
ALL PLANE' STOCK SHAH MEET THE STANDARD
REMOVE BURLAP FROM TOP OF
RUBBER.HOSE AND GA `
,
SPECIFICATIONS. AS ESTABLISHED BY THE AME
BALL
WIRE,,
_
NURSERYMEN 0986
986EDmM
EDITION.
• __.
GROUND "LiNE'SAME AS NURSERY
3.
ALL PLANT MATERIAL TO BE BALLED & BURLAPED'M'
STANDARD FOR NURSERY STOCK U.S.A. Z 60J -1969.
MULCH 1° AROUND STEM }
2" x 2' x 8' WOOD
'
4.
LANDSCAPER SHALL .FURNISH ALL MATERIAL AND LP
STAKES- STAIN BROWN
PLANTER FILL MATERIALS, MULCHES, SPRINKLER SYE
CONSTRUCT S' SAUCER RIM, ' =
,
2 PINE BARK (MULCH)
DRESSING, SOiL PREPARATION, DECORATIVE '-
FLOOD WiTH WATER TWICE-
12
TRANSPORTATION. WARRANTY.; ETC..„ NECESSARY F
i WITHIN 24 HOURS OF PLANTING
IF NO GROUND COVER
LANDSCAPING REQUIRED HEREIN EXCEPT AS MAY BE F
DESIGNATED.
_., ARRANGE ROOTS OF BAREROOTED
TEMPORARY SAUCER
'
5.
LANDSCAPER SHALL PROVIDE ALL PERMITS AND
PLANTS IN NATURAL POSITION.
MUNICIPAL REGULATIONS. ALL WORK MUST MEET MUI
r D0- NOT MAT OR TWIST ROOTS'
12
EXCEED OR DIFFER FROM THE PLANS' AND SPECIFIC,
+
(D) MEANS DECIDUOUS, AND (E) MEANS EVERGREEN
-
N��' •.
�� O
'
PRECEDENCE. IT SHALL BE THE RESPONSIBILITY OF
'
PLANTING MIX
THiS PLANTING DETAIL.
FOR
FAMILIAR WITH SUCH CODES AND BID ACCORDINGLY.
SHRUBS TO HAVE A TRIMMED GROWTH HEIGHT OF NOT LE55 THAN 16' OR MORE
-- CONVEX BOTTOM
DECIDUOUS TREES
6.
LANDSCAPER TO GUARANTEE WORKMANSHIP, PLANT'
c
THAN 36' WITHIN TWO (2) YEARS OF PLANTING.
SHRUBS TO HAVE A TRIMMED GROWTH HEIGHT OF NOT LESS THAN 4 OR MORE AT
p
SHIR U D
6
PLANTING DST/
{�
TREE LANTING DETIa I�
PERIOD OF TWO (2) MONTHS. WARRANTY SHALL ALSO
DAMAGE CAUSED BY DEFECTIVE WORK AND/OR MATER
TIME PLANTING PLANTING. i
\IL
_; r
PRIOR TO COMPLETION AND ACCEPTANCE
_.
_ _
ft
,
SCALE:
NONE
Z SCALE: NONE
7.
PLANTS SHALL BE TYPICAL FOR THEIR VARIETY AND 5
VIGOROUS, FREE FROM PLANT DISEASE, INSECTS OR
HAVE HEALTHY, NORMAL ROOT SYSTEMS AND SHALL NO
6.
ALL PLANT MATERIAL SHALL BE HANDLED 1N A C.
TRANSPORTATION AND INSTALLATION.
9.
PLANTS SHALL NOT BE PRUNED OR TOPPED BEFORE PEI
10.
THE OWNER RESERVES THE RiGHT TO APPROVE ALL FLA
11.
PROVIDE AND INSTALL, LANDSCAPE AREA BORDER MATT
AREAS NOT BORDERED BY CURBS, SIDEWALKS OR PAVII
12.
EACH PLANTING AREA IS TO RECEIVE A MINIMUM OF SIX',
SOIL CULTIVATED TO A TWELVE INCH (121 DEPTH. PREP/
AS FOLLOWS: 213 SANDY LOAM TOPSOIL, FREE'OF Ri
OTHER DEBRiS.1/3 PEAT MOSS OR APPROVED ORGAN
TO BE GRANULAR FERTILIZER OF A 12.1 RATIO. SOILS
ACIDITY SHALL BE TREATED' APPROPRIATELY .TC
CONDITIONS. .
15.
THE USE OF ON -SITE TOF501L IN THE PREPARED SOIL MU
7
-
14.
ALL PITS FOR TREESSHALLBE EXCAVATED WITH SOTTO
OF HOLES SHALL BE TWICE THE DIAMETER OF THE BALL,"
-- —
PREPARED SOIL BELOW THE BALL COMPACTED SOIL Al
SHOULD BE LOOSENED BY SCARIFYING. FITS SHAI
�r rr n ��/j� {2
.J.17O l7 !�'-COI `� _'�' �j U`.'j.yt?j-__'
PREPARED SOIL AND THOROUGHLY SETTLED BY T
Al;
'.
'>,:
�
: I + - ,'
, . ,.. _
'
15.
SHRUBS SHALL BE PLANTED IN Pfi5 AT LEAST TWELVE
"• �,. �'"`: `.
x` � ,
DIAMETER' THAN THEIR' BALL, WITH AT LEAST SiX INCEIE?
BELOW THE BALL. COMPACTED SOIL AT BOTTOM OF n
�r
- y '—
Plt FlLLED t0 THE REQUIRED GRADE WITH PREPARED 5C
BY TAMPING AND WATERING. SEE DETAiL 2/5PAS
h.
16.
ALL TREES, SHRUBS AND GROUND COVERS SHALL BE SE
THE PLANT 15 AT FINISHED SOIL LEVEL OR SLIGHTLY ABC
An
501L DRAINAGE CHARACTERISTICS.;.
'�
i 17.
ALL BEDS -"TO BE TREATED WITH GRANULAR PREEMERG
MANUFACTURERSSPEC1FiCATiONS USETREFLANOREG
7fl
15.
iMMEPIATELY AFTER'PLANTING OPERATIONS ARE 601,
�
"
5HRuD PITS SHALLDTHREE
SHALL
♦i� ' `..
.
THE LIMIT' OF THIMULCH FOR TREES BE A SIXHFC
FOR SHRUBS iN BEDS, THE ENi1RE AREA OF THE SHRUB E
19.
ALL TREES SHALL BE STAKED-: iN ACCORDANCE T
1'
STANDARDS; 5EE DETAILS 3/SF4
H
50D/SEEDING AREAS SHALL BE: PROPERLI; PREPARi
120.
HAND ROLLED PRIOR to THE PLACEMENTOF SOD OR'SEE
SHALL RECEIVE FOUR INCHES (4�-0FTOP501L
(dNSITE
I
I
SEEDED AREAS SHALL. BE RE-5EEDED AS NECESSAR
77
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