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S-61-19.1-19.7No o.n' -•1 4 /v /v '� o. /�" 34 /4 /3 ; CURB DATA REFERS TO THE FACE OF CURB. ' ALL WORK DONE SHALL CONFOR14 TO THE STANDARDS OF THE CITY OF COSTA .1 ; ; ; MESA AND HA B COMPLETED Type B curb SHALL E C LETED TO THE SATISFACTION OF THE CITY ENGINEER, �•' /—� 8'GF. ,.6 CF. 6,.Crown 6'C.F. - BCf' —.4/' _ _ THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS OF THE COSTA MESA. -- - COUNTY WATER DISTRICT THE SEWER SYSTEM SHALL HE INSTALLED TO CONFORM TO COSTA MESA SAKI- 2'A.C. Poviny 4`Sea/ Goot aver ' - 35 W a 32 / /2. TARP DISTRICT STANDARDS _ 4 Agyr. Rose SC -2 Pr /me Gout— - - I S - - .WHERE DRIVEWAY DEPRESSIONS ARE CONSTRUCTED, THE DRIVEWAY' APPROACHES Type C' Curb and Gutter ' SHALL BE CONSTRUCTED TO PROPERTY LINE PER OF COSTA MESA Z A E 1 "s 60' STANDARD NO. 11 AND NO. 12. Std P. C. C. Side walk, 4 th/ck SC L W ;`: - :: AFTER ASPHALT CONCRETE HAS BEEN OPEN TO TRAFFIC FOR A PERIOD OF NOT TYPICAL SECT /O 36 3/ /6 LESS THAN FOUR (4) WEEKS, A SEAL COAT CONSISTING OF AN ASPHALTIC N C004/OGE AVENUE m: EMULSION SHALL BE APPLIED. —" Q H A L UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAYING. : STREET NAME SIGNS TO BE INSTALLED STANDARD PLAN NO. 17 SHOWN THUS :W: O All STREET LIGHTS TO BE INSTALLED SHOWN THUS 37 .W 3 / 7 /Q FIRE HYDRANTS TO BE INSTALLED SHOWN THUS 0-+ ' WATER SERVICES SHALL BE INSTALLED PER COSTA MESA COUNTY WATER I?LSTRICT /O' TO' 3' '..t ' • �� - CIRCULATORY LETTER, GATED JUNE 30,1960. 3 8 ; 'd. SEWER SYSTEM: 6" V.C.P. HOUSE CONNECTIONS SHALL BE CONSTRUCTED FROM '7 4 017 t .` : Z; • 9 ' V THE SEWER MAIN TO THE PROPERTY LIKE FOR EACH LOT. THE DEVELOPER co FURNISH THE SEWER CONTRACTOR WITH A "PLOT PLAN" INDICATING THE 29 : RECTIMENIED LOCATION OF THE HOUSE CONNECTION FOR EACH LOT PRIOR TO aoin .- „ s,T,', • _ - �. w - SEWER MAIN CONSTRUCTION. ALL SEWER HOUSE CONNECTIONS SMALL BE PLACED - 4;/• Exist. Povemenf Li :/ 6Crown. ' -� ' r i 8 . PRIOR TO SURFACING OF STREETS. ALL SEWER MANHOLE FRAMES AND COVERS 3 9 SHALL BE LEFT 6" BELOW FINISHED GRADE. THE SEWER CONTRACTOR SHALL RAISE THE MANHOLE FRAME AND COVER TO FINISHED GRADf.AFTER STREET SURFACING j'A.C. Paving 1• Sea/ Coot ovsr I 2'A.C• Poving �` Sea/ Coat over :ip; :0'. _ O IS COMPLETED. : - - 6 "Aggr. Baas E'SC2 Prime Coat - - .4'Aggr. Base �` 5C -2 Prime coat - _ Type G' Curb and Gutter .Zof PLANS SEWER STATIONING ON THESE REFERS 7 G C ENTER IN. E Of SEWER 0 N ALBANY STREET Y TYPe C 'Curb and Gutter z: 40 % Z ' k SHOWN THUS o+ - Std., K.C. S/dewv /k, 4" th/ck : - : - Std. P.C.C. Sidewalk, 40thkk - Concrete I Apron--, _ _ .. _ _ _ Z2-A.C. Povin.f 0 sea /] -. _ : - - - J ` Fire Hydrant .(conpl te)' e �, 1-. , –.– - -: - ANY IRRIGATION FACILITIES WITHIN THE LIMITS OF CONSTRUCTION INDICATED l TYP /CAL SECTION TYPICAL SECT /oN `G Yard _ Panel i L.F. .�• -_ - - ....TYPO "G" -Curd sa6 Gutter 2,425 L. F. - Type "Ow Curd Asld%oett`er . " t - - Concrete o Cross :� -- I 8Y THESE PLANS, SMALL NOT BE ALTERED OR REMOVED WITHOUT OBTAINING PER - ` 8" A.C. Water Main :w: s •_' :J' eAKER STREET >` . PA(JLAR/NO AVENUE - .. • - _ s• _ - Street Lights L.F. L G'Aggregote Bose 4-04 Bars, 4 /ong , /2'from - ' each edge, 24'0. G'a from - ,. .•, _ ~ 1,930 L. F. ...Curb 1,740 141SSIDN OF Atl PERSONS HAVING ANY INTEREST IN THOSE FACILITIES. ! 'Q-'t4 Born, 4'/ong, /2' from Gutter- B'1hiCk .J�. 7 Ea. . .. ....... i{z t Etanderd Lamphole 1 ,. - treat Signs - _ BENCH MARK "o. IN THE TOP OF CURB ON SOUTH SIDE OF Ea. £'. bottom, in each e,� :' y _ . ; , • � TYPICAL SECTION Q $ AKER ST. A N :. : D 5' EAST OF �, OF BARB S7• PRODUCED. TRACT N° 4281 SS 61YTTER : —6 _ •. -. _: ... -'. • 1 .. .. ELI�V =39.70, CITY COST MESA, DATUM. ,- v 23 d 25 22 2 Ea. -OF Cross Butter of SPsnMdis 1 846 S. F. ,. i .� •: TYPICAL SECTION i... _ I Wag _ _ _ -EST /MATE ANT/ /E5 O O(J T a ExponsIan ✓oint - Concrete I Apron--, _ _ .. _ _ _ Z2-A.C. Povin.f 0 sea /] -. _ : - - - J ` Fire Hydrant .(conpl te)' e - , –.– - -: Port /and Cement - - . - –. • STREET `G Yard _ Panel i L.F. .�• -_ - - ....TYPO "G" -Curd sa6 Gutter 2,425 L. F. - Type "Ow Curd Asld%oett`er . " t - - Concrete o Cross oOt over 4 Asr - Base �:^ -- I 8" A.C. Water Main i L.F • .. • - _ SEWER: �8" Y C P 3eKSr n Vain _ - Street Lights L.F. L G'Aggregote Bose 4-04 Bars, 4 /ong , /2'from - ' each edge, 24'0. G'a from - ,. .•, _ ~ 1,930 L. F. ...Curb 1,740 , ! 'Q-'t4 Born, 4'/ong, /2' from Gutter- B'1hiCk SF 2 Prime Coot _ _ 7 Ea. eooh wise, 24 0. C, 3" from bottorn, in each end. % i{z t Etanderd Lamphole 1 ,. - treat Signs - Use smooth s 9: wrap One Ea. ,f•- .. • ",!, .... 1 bottom, in each e,� iredlAd` rotor" 337 337 L y _ . 4 45 TYPICAL SECTION Q TRACT N° 4281 SS 61YTTER : —6 _ •. -. _: ... -'. • 1 .. .. tl v 23 d 25 22 2 Ea. Cross Butter of SPsnMdis 1 846 S. F. ,. i TYPICAL SECTION i... 3 _ -CROSS : GLITTER OETA /L t Sidewalk 4' X 4" 8,737 S.F. ' - - - - ALLEY > 12 Gate Valve En_ Alley Apron 2 9047 S. F. _ ExponsIan ✓oint - Expans,on faint - - -- - : _. -, .: .'.`' :, -. _ [71s T•. %s V. c. P. ` Fire Hydrant .(conpl te)' e - Ea. Port /and Cement - - . ;. - STREET `G Yard _ Panel - 82 L.F. Concrete . " t - - 46 _ r. -- I 8" A.C. Water Main i L.F • .. • - _ SEWER: �8" Y C P 3eKSr n Vain _ - Street Lights L.F. L G'Aggregote Bose 4-04 Bars, 4 /ong , /2'from - ' each edge, 24'0. G'a from - ,. .•, _ ~ 6" Y.C.P. Laterals 1,740 , ! 'Q-'t4 Born, 4'/ong, /2' from - � I - Standard Manholes 7 Ea. eooh wise, 24 0. C, 3" from bottorn, in each end. % i{z t Etanderd Lamphole 1 Ea. - treat Signs - Use smooth s 9: wrap One Ea. ,f•- .. • ",!, .... 1 bottom, in each e,� y _ . 4 : TYPICAL SECTION TRACT N° 4281 SS 61YTTER : —6 _ use smooth bars, 9reOSe or46 - - .wrap one end of Bach bon - -. _: ... -'. • 1 .. .. tl .24 23 d , Orainale Structure :.. - f CQRIPIatf) I Ea. ,. i 3 _ -CROSS : GLITTER OETA /L t t :. 12 Gate Valve En_ .' MATER: 112" A.C. .Water Main 890 L.F. 8• _ D" A.C. Water Main 1,760 L.F. ' t" Gate Valve 2 E I 4 �-- — — — a. _ [71s T•. %s V. c. P. ` Fire Hydrant .(conpl te)' e 6 Ea. Port /and Cement - - . B C•ff �K E Q STREET Meese Services Concrete - 46 Ea. -- I 8" A.C. Water Main i L.F :... :.''. - -. •.., _•_ - _' • CY11T 16' WNC. GY �.. WAT "L ............ .......:.SHEET Ns 2 _ • - _ SEWER: �8" Y C P 3eKSr n Vain - 1,7508 L.F. L G'Aggregote Bose __--_ 6" Y.C.P. Laterals 1,740 L.F. ! 'Q-'t4 Born, 4'/ong, /2' from - � I - Standard Manholes 7 Ea. eooh wise, 24 0. C, 3" from bottorn, in each end. % i{z t Etanderd Lamphole 1 Ea. Use smooth s 9: wrap One � . ,f•- .. • ",!, .... 1 _ _ . TYPICAL SECTION TRACT N° 4281 SS 61YTTER : _ Sheet / of 7 � rz rv'.. t ._ .. .. - r. •. i.... . ,. .. �iT: �c" ...: t£ tai . '�A -. �... i'"� js..�.-tz 1. � ,. �..__.. —_.ms. A -: . v2: _.- .A�i -2 limp c ;: ;x! Ej li J VAWAVAW. � FJi.VEO,