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S-64-9.1W b U 0 S I 10 li R T PLAN AND PROFILE FOR IMPROVEMENTS OF ASTER PLACE V `- CITY OF COSTA MESA , CALIFORNIA P2EPA12ED BY TLIE OFFICE OE 20' JACK S. DAUB &- ASGOCIATES - - - I EX:aa'N1Gk ao I __ - - -- ENGINEERS AND SU2VEY02S 0\. 1 °�� I 3oe,.9o' I GraP.Ffaketanca 231 I -55 _ _ _..._ - 3G_ 4 ( { ' .02 /TS oe) / o -1 (Ta.Go') I5ro ROCWESTEI2 ST COSTA MESA CALIFORNIA wESTMINSTl =2 0°j C,_.00� _ v_s_io> = < =s.s� 2 -�- r-- '�- ' AVENUE I4rel.ao ,y0 o� \"fl ZCo'EW.r -�a. .�. u. Pra�..� -� 1 L_ iroG. oo. -) --I i--- -_ r .- PN. 548 TT23 , EvM.N. 0 +G r a �° N v eI F.nsI.F. m /333 N n yr 3 s - - 1 . �\ and doonatru f G" lateral for I>: 1 w/4 1 O 1 P�2.�11 + O O C? n I ,� / "T A. / //` - _ _ -- LNG I N E E L) GCo-R DATE 11 -4 -64 , lor. ,N F S N 9 / �B O h JAI N I �/ ®� F - 205QVIT W. REIN Q.C.E. 127DB I Gmnrtrucf standard Flo"so Water I '� 0'/,ei e3. `� .� •O I t.,} Sarvice connection from avisf. _ 0+ 6/- m CITY ENGIN Eft CITY OF COSTA MESA 4 WaterMoiataIL. 1 r N� (D SCALE r =ao' 3 //���� I A I li L S to m �° - 82. 9 C aln -- APP20VE Ds4 �l[_).J�k. DATE / /- l3 -Cy/ I I- 3 e 9 -- N I e u'I g\ r6 / -6J 922 ® 9J2 S� '[O • �(o ., m ` 1 G - COSTA MESA SA TAf2Y DISTPICT ``W"" /NNu so% - - - 4 APPROVED DATE NOTE: ;I < (II J� / 62.40 N a s9 ti0 211. a I - - -- - -- T ►( / •. t _ - I ; I E �3 83.6 I O \- °� J ¢Tm)r¢dG f�rdn�a COSTA MESA OUNTY 1MATEf2 DISTf21CT Any ¢xiet;ng curb W ti L� dap ra.sslans not us d I 37.36' �J AST E P - -�- -� APPROVED � �p��� � DATE l'L� chop b¢ removed � I (V I � N B' T T- - _ d, curb '` ia t 47' P lGCad with gull 21.10 �7, T2aC (p l v e •b .' �I 2z L.7ae T . - P - L - A - C - E 7_•h_ . h w /m a � � 0 .0%1 30 \ / - _ I V :WI Z _ setback Lino i;' I :'e ,' :.. ..'.1 .:� f 3s10 F1Ll - moo' I Q : ;... j r- J rN -��4 4TER PLA .... °o` �� P - SANTA ANA AVENUE - p7 min. tough Grade Line.. C[ Finish Grade Lino SECTION' "A -A" r T 2 I 0 - G 2ADI N G NOT ES I. PrOGaGG so as to provide a minimum of 12" of compacted fill CU(25 DATA CU 26 DATA CU 2D DATA (including reate, base) under all drives and parking a- 2b1.° 27' 14" p= rob° 37' 35" A_ O° 14' 25" 1 g 99 P 4 12? 38.00' 2- 22.00' 2 170.33' " areas. Compaction to be 90% of optimum density per La 100.77 L• 25.20' L- 0.71' / A.A.S. 14.0. T99. -49. - - - -'- 2. All fill under building areas to be compacted so as to ' SCALE I '=4o' have a bearing value of not lass than 1000 p.s.i. Oj 3 Fit! shall be Placed in V° layers and compacted with a E sh¢apsfoot rollar maintaining the optimum moisture content during the compaction process. �06' I 4. /Cone) soil test per each 2Ft. of fill, but not less than \ g5. 0 i 1 (ona) test par aoeh 500 cu, yds. will be required. 2 ^'p I 3. No fill will be placed until preparation of ground is - ' I approved by the soils anginaer. `st D\, 2amova OMW ealvoge BARRICADE DO ,{ F (f =bap %dkadup byG +y) - to Pemov a all vegetation beforeplocing any fill. �S' .;. ?- oE(.• Remove tend dispose of ";cf. A.C. PAVING and BASE 7 Finished Floor alevotion to subgrade In building area 0 V to install 6-Y.C.P. SEWfi¢. Replace w;tb 2 "A.C.ova, o� 9¢ ? 4 "A.B. I shall be ro ". G f_ 4 1 tx. M.H. jmin exist a- v.c.P. stub - - -1 - (inlet S.W.) 8. Al) Imported fill material shall be approved by soils FH. Typa A _ engineer Prior to plaeernent. O 1 Z J!/01% -o = 91 All existing steuctures to be removed. ' s, a, 10. Begin oil Fill Banks I' from adjoining Proper+y Lind. `4r" 1 (. Al I +reas are +o remoln unhormed. N d _ A211-I UANTITES e2.z a T = - - - -- - Q -- 37.36' r; (6l.Ti)Fi, - _ Based on alavations shown (nofac oropplied) TRACT BD2'Y q Q „ ��{ I z I // _ - -_ Calculations are from original ground to rough grade line. 11 V BK I I z i /// Location Excovation Embankment 1'20�� I fl 1 / Site Col Cy 1867 C. Y d j Ili Q <. I I Z Street 5 V. C. 74 C -V m REMOVE E! I Ili I Ij� Total 86 C.Y. 1941 C. V. It CURVE DATA vws ¢ �olkl II, 1 111 A• Goa 47' I4" I o• lb2.33' i Ili III I Van¢5 L° /8.04' 7' Varies _ - - - - -_ Var1¢§ -_ ...- 7' IP CURVE DATA CUP13 OE"1 -U2N DATA 4' 1&- 90' 00' 15" p= 4Goa 03' 31" ' 0 ✓7' 2= 16.00' P- 25.00' LILAC PLACE °'i'� i:,'d � Varies v4;1-a L - 28.28' L- 20. 1 O' nrmr T = la.00" anst Std. F>(f s'idaulolk4'X4' {ii Const. std pCC. J ro "TYPE "D °CUf264 2 "A. C. PAVEMENT sdewalk 4•sa" AS T E P PLACE GUTTEf2 PEA thick STD. PLAN N °ro 4 "AGG. 6ASE(MIN.) TYPICAL SECTION AS7E12 PLACE Ail SITE GPADING PLAN &. KEY MAP ESTIMATED QUANTITES ITEM MA OUNT UNIT STREET Excavation /Embonkman+ 2574 C -Y. 2" A.C. Paving 5268 sq 9. 4 "Agg. Dos¢ 127 ton ,.. S.C.-250 Prime Coot 147 gale. Sao I Coot 59 a Is. loft. Type -"D Curb dGutter 250 4',4' pC.C. Sidewalk 1 ro95 sq. ft. Remove Bo►ricade 1 pemovs. Exis +.AL.F6viny4r AB Save 180 so. J9. ft, SEWE12 8 "V.C.P Sawar Main 95 lin.ff. &"Nousa Lataral 1(2) 5, lin.it. Std Sawar C laonout 1 010. WATE2 6 "A.C.P. Water Moin 98 lin.ft. Water Sarvica Conpaction 4 ea. Fire Hydrant) Type A complefe I ea. C0NSTPUCTION NOTES Ql. Construct 2 "A.C. #'Baal Coat over 4 "AG6 Bosa f S. C. - 250 Prime Coot. © Construct Typ¢ "D "Curb � Guflar, par std.plon NQ6. Concfruct std. P.C.C. sidawoIk 4'x4" thick 0.17 off FP. (41 Construct Co "Asbestos Camant culatar main sing)a sarvicas per std's of Costa Maso County Wofar Disfrict. Construct 8" V.C.P. sawar main,cleonout, O i2O" lotarolc to W_. B -ENCW - MAf2K_ Chisla.d D center curb return norfheasf corner of Sonia Ana Avenue and 2121. Elevotione62.87, datum of the City of Costa Mesa. - LEGEND 00 10'6. =TOP OF CU 125 10000 = FINI(;N GPOUND CaDp0) EXISTING G12OUND 1✓ ° F'INISI -1 SUBF-ACE loo.00 :FINlc.P PAD ELEVATION (rough grade) GENEtPAL NOTES 1. Stationing rafars to ¢ of sfraaf. 2. Curb data rafars to face of curb. 3. AU work done shall conform to the sM't 4 spat's of the City of Costa Mesa 4 shop be completed to the sofisfaction of the city engineer. 4. The water system shall conform to the standards oftha Costa Maso County Woter District. b. The cewar system shall be installad to conform to the Costa Masa Sanitary District Standards. 6. Where driveway depressions ore conctructed, the drivawoy approaches shall be construcfad to property line per city of Costa Ma %a std'(; 11 $ 12. 7. Af +er asphalt conerata has been opan to traffic for not Jess than four (4) weeks, c seal coot consisting of an asphalt amuls;on shot/ be oppliad. 8. All underground work shall be completed prior to paving. 9. Fire hydrants to be Insl-ollad shown thus -� 10. Sawar Systam a. Co" YCP. house connection shall be constructed from tha seluer main to the property line for each lat. b. The daveloper shall furnish tha sewer contractor wifh a "Plot Plan" indicating the recom• -n¢ndad locol-ion of the house eonnactlon for each lot prior to S•ewar Moln consfructlon- c. All sawar house. connections shall be placed Prior to Paving. d. All sawar claanouf framas and covers shod be. left Co "balow Finishad grade. ¢. The sawar contractor shall roisa the claanouf frome. and cover to finish grade offer street surfacing is completed. 0. Sawar ci•ofioning on these pions refer to cenfarline of street. I?• Clay pipe .joint compound shall ba C.PI.J.C. -60 mechanical comprassion oinfs sholl be "uiecige lock"' Spaad Seal Main Line or approvaJactwal. In no Cosa, will joinfing matario) using naof Portland Cement, mortar or grout be parmitf2d. UNDERGROUND STRUCTURES ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR PROCEEDING WITH ' IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY AND TO HOLD UNDER.JI �F'•t SIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED. NOT INDICATED ON THE .. PUBLIC RECORDS EXAMINED: LOCATED AT VARIANCE WITH THAT REPORTED OR SHOWN OR RECORDS EXAMINED- THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY J 06 No FIG79 MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES > OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO AST E Q PLACE NOTIFY THE OWNERS OFLTIEg OR 6Tw UCTURE4 CONCERNED BEFORE STARTING WORK. kobart W. .,( L C E 127!5&, P7. FD. 104 -R PW9 ET I of I