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I 1 1111111111 N j111111111111�1117a1111111111111!I 1111111111111111Jill I111I111I111t1111111I111111111111111I1Ill II1I111111111Jill 111if11111I1111111III1111111111111+It111111111111111111I11,11111111 1 NOTE: IF THIS MICROFILMED ii 1 211 `3 4 J 6 - 7 _` B 9 10 11-- DRAWING 1 1 2 DRAWING IS LESS CLEAR THAN �--� THIS NOTICE, Is DUE TO THE QUALITY OF THE ORIGINAL DRAWING. -- ------ ------ . -- OE 6i 90 12 92 SZ 02 C2 2e 10 02 61 91 LI 91 SI bI Cl 71 11 01 6 9 L 9 S b E 2 1"• " j �+nluNlun11n111u1LH11ut1111uluuluulunllulllut�tulhulln�tl14ul1nliimluulttn�ll►lut+.Ill;tlu�l�uulnnht1111u1�unlnnlu1111U11nul1ntlnnluu�ut111n1�uullnl�uultJt�ull�u111W1�tuljuuhul�lllt�lu�lulluu�lWluu�llul11ul1tulnit�uulun , MAY 1 3 , 1990 . ' rr /0' /MA X.) _- (o r 00 7,,00 8"00 9o-00 �S TRUC 77U-QA,4\ F/LL O✓ER J I ' A A X/5T/N�, �iiPO4(N49 ' 2" M ° S ! IN' TyP/CAL URBAN DESIGN PLANNING 42100 7 320 LA SIX 1+RDRT . , - - - --- F".503-225")034 / (Floe-- TEX, SUPAC, MARAF/ 405, OR `- (o PVC PE�PFR, OOTEL• D?A/N PIPE' ,. :28"x 28"HEAVY DUTY /9S - - --- - ---- --- --- - - - -- --- - --- i- ✓ s/4 - / /42"' DRAIN ROCK CAST IRON GRATE " 571.4146 SU65URF4CE DRAIN RCONNEC OR�C q)-18 - /90 -57ANGAR0 LYNCt{ C XIS T//vC/ I�/C}0 CATCH /NL ET e4-x24- SQ DARE �7 �� - /" RADIUS �! I <.' RE✓E_AL colvCRE.7,4" 510E WAL.e fi� /85 - --- ---- --- - - -- - -- - - - -- - - -- -- r � AlW7AL/ --- /90 -- K -- ---- ---- +-- I �- --- -- TN/CIfNESS o o i rI C/O GA. OIq 1/4' Q) --- / � •• DEFLECTOR TO INTER/OR 4! EXTER/OR FAC/L�TATE Pd/NTU N// ASPNi'[.7 / I . p CLEAN 0U7' 4 /8O / D �� - _ — v .4 R "CAMOE 5�0.ZDO i / j' IIt /S1 �56•F 2D0 ,. FULLY COMPACTED / �Gb•F 5s0.O --- - - ,e. 1/.5U®Ci RADE (Z"M/N. — - I 1 .5 P _ OF r"-o Rocs uNAER cues) 5ECT101V A-,4 } /7S PA7 SEC1Nq ` / I, -/80--- L O7 SECTldN � � Ogo' A107,6 ' SEE rE/VERAL C C uRB NOT--5 fCA T C!(-I /NL E T w � 'ROP05 U 24' STOA'M 1� O U SEWEh', 1,6- /4 =0' iv ~SCALE : /"=/ p Q I" -� BERT/CAL CURB / S/DEI�/AL�f 4 'g�-. 170 - -- __ -_�_— - --- ---- -- — - - - - - c c , G` CONCRETE E X'rRUL2E0 CURB lJ � C,E'NERAL CURB NOT�"S � ci (SEEryENERAL CCJRB NOTE'S) -- ('�1 N r• D° !. CONTRAICT/ON JO/NTS SMALL BE PLACEO AT ALL L O t 2D N M•f1_�'t/ U O �U -CLASS '8" 45PM44r1C CONCRETE / E /!o'1, O �N �N�[N/ I C'HAN ES OF D/RE.CT/ON AND POINT-5 OF CL/RVA - /. H. /(n 3, O OUT (E X/'T� ° a vi•//CK/VESS j 2 COMPACTE.O TORE, ANO ATA M/N/MUM •SPAC/NQ OF 20 FEET. /� - `- _ - _ - _ __ -_- - --_ _. _ Z. CONCRETE USED FOR CURB AND (i UTTER S.A",4 L •'° e"'o 1"- 0" CR4SHED ROCK B�45E AT AlE2B DAYS O PSL COMPRF SS//JN STRE/Vr, TH �tOG_EX //V� SAA/' .n7 H OtOO /too 1tDO o. e '° �, a °o•o <G" COMPACTED T/+lJCifNE53, o. PARKINy AREAS e 8" C•OMP4CTE0 /..E', 1 yO.�. 3 /%y 7N/CKNE 55� DAlVEs ) -.__ __r. --------- - - ----- ---- - -- ------------- ---- - -- - . . FULLY COMPACTED 3UeCRAOF• ; Ot00 /0- 00 2f00 3f00 4 rDD 51,00 r8" DEPTH) pq SAN/T48 Y SEINE.R ":4 S M T.4R Y SDIVAER E3 NERAL PRWECT /VOTES z VEST/C'AL SCALE - I" -r5 ' vE/t T/CAL �5�=.4L E : /•' = �� ' SARK/N�i LOT SECT/O/V�EXTRUDED CURB �E _ tr. 0 h'OAIIZ-, Sc.ALE' /" _ ,50' HOFS'/Z, SCALE /'" = 50 SCAGE l"= i=0" / ALL WORK SHALL BE /N CONF0Rti9ANCE' W/TN T/VE C/TY OF T/(:ARD STANDARDS e THE L1N/FORM BU/L 0/N q CODE. 2. ALL SEWER PIPE 5HALL 8E ASTM SPEC/F/CAT/ON C-14, CL ASS 5, UNLESS 07HE'RW/SE NOTE,-. pn IL ra t OLD 7f Oc7 8 t C0 91,00 3, ALL WATER PIPE SHALL 8E T VTOAI JO/NT, DUCTILE IRON, 0 4 CUR85 SAALL RE E/TNER c rTRU0E0 OR POUi`?EO /N-PL.ICE CONCRETE. VERIA'r LOC•AT/ONS PRIOR TO CONSTRyCT�OA/ 2dS - - --- - - - - -------- -- --- --- -- - --- ----- _._ _ -__-- ISS G f 5, VER/FY THE LOCATIONS OF //LL EXIST/N� (IT/L_/TIES1� PR/OR TO CG'N STRUC T/ON. (n. ALL C,RAD/Nf, N/OR/1 SHALL C ONFOFiM TO THE ". r CONCLUS/ONS ANO RECOMMENOAT/O/JS OF A r,EO- w" . TECHN/CAL IN VEST/4'AT/ON REPOf'T t'REPAR--0 Sy KELLY/STRAZ ER 45504-7-47Z-5, OA7.FD NO V. 2, 19 81 AND ANY SUBSEQUENT MOD/F/C,4T/ON.S, THE USE OF ON- S/TE / ( \ Eno OUTMA7ESH,4LL 9E APP/POVED ACY THE tyEOTdCNN/CAL E E X/5 7/NC, // `J `) E N4'/NEER FOR T•NE x'MO.AE C T. ' G tY0UA/p �� 7 COG I?Dl/DATE WATER AND .SEWER SERV/CE CONNECTJONS , i TD B://L!�/NO'S w/TN THE MECNAN/CAL F_N�/NEER/N4' PLANS. i PROPOSED E'' SAN/TA/C'Y SE HFn V 0 180. 04• - -- No rllv / l GRA/DE a.B 0`) �Ill OZ --- R EX/ST//v� /Z ' G.5.� 8t23.5 5TORM HCo ZOL.f" � " O. /OU o E. 165. 04 OUT �� 1�l '. 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DRAWING IS LESS CLEAR THAN THIS NOT ICE, 11 IS DUE TO THE QUALITY OF TIE ORIGINAL DRAWING` OE 62 92 12 92 S2 02 E2 22 12 0z 61 91 LI 91 SI bl Irl 21 11, 01 6 9 ( 9 S b F• 2 _ 1 ,NIIurlhrlIII m nn{uIll nnIIuIII IIIIunlIIIII III IIIIUIII11I1111I111111itIII IIIIIIIIIill 1111114111111Ill I)IIIII,IIIIIIIIIIIIH11111Ill))III)IIII11111111111)1111111IIIIIIIIu!IllllllHllilll11111i111J11i1I1111hllllllll{Ili11UllJ111111111J1111IIWJ11NI111!{I111I11►lIII11I)1111111IIIIUIItH MAY 31 { , 199Q