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S-61-16.1-16.10r 4� \ - - -4 "x4' P.C.C. 51OEWLALK TYPICAL SECTION- INTERIOR. ST2EET5 PRESIDENT COSTA M SA SANITARY D i S T R IC T PROP` RTY LING /f .. .. ?..•..: ( .t it t...t.t2Fi Y N- COUNTY WATER DISTRICT ST/�ND/�RDS . .- MES/� ' a .... , . ..... f. .•..............•1 O ,..' < °.. „ • ' • . _ INO THE WER SYSTEtyi %H ALL BE IhIST/�LLED TO CONFOR?A TOG ST/� MESA.. wl.+rl .ce +B a POW L/�RINO � �.. � /AVENUE f+, PLWLhF2 SANT'EF,RY DI ST2ICT STG�ND/•\f2QS. � 80 :• ti L�VENUE' pRiVEWAY DEPRESSIONS /ARE CONNT eUGTED, THE DRIVEWAY APPROACKES — W HEP-E 135.31' p •�. ® SI•I/� 2 LL BE CONSTUGTED TO P@OPERTY LINE PER C•17"Y OF COST/, MES/% FuTUR t ® ® ST/�NDA12D AND N9I L 4' 0.IT 80 Sl 36 3g 13 IZ _ O.n 4' SOIN E:P. B•S r — �I. AFTER._ ASPHALT GONC2ETE H/NS BEEN OPEN ToTRAFFiG F02 /+a P OF NOT. LESS TI IN FOU2 C.4 WEEKS, /� SEAL CO/%7 CANSISTINC� OF AN • f:' - •`�. EXIST PAVEMEN _ - .. - ' /%SPH/"LTIG EMULSION SHALL BE /APPLIED, 1 1 - q :,•i - - -- - -- g S9 56 3l 34 4 =- - = - - -- 1 _ L s. r ALL UNDERGROUND WOEK $"ALL BE COMPLETED PR102 TO P/�VIN6. W _ GO t.ovER6 "AGG.BASE W PL/-\N SHOWNZHUS I. 9 ASPHALT N - - WITN Sc2 PeIME coAT Z SEAS CHAT ? ; _ I- ST2EET NAME SIGNS TO BE INST/�LLED(STD ) T ., L ., wee CAUT4 SSP, ,. , I - F' . ar YPE E : l8 60 SS 38 33 + 15 10 ¢ * I :. ,4,:X4'.. PC-C. SIDEWALK } ,. :.r a I _ _I � STREET LIGPITS TO BE: NST/�LLED SHOWN THUS. - { W= - F 3 ; FIRE HKD @FONTS TO as INS TA -L.ED SHOWN THUS, o+ t TYPICAL SECTION BAKEP- AVENUE I6 g 1 61 54 Z 39 32 r ll I , t" WATER SEQVIGES SHALL BE INSTALLED PEe COST/ MESA COUNT`! WATER ,. W s m s �, f DISTRICT CIRCU T02 LE DATED JUNE 30, 1960 4 I DSTR.IG LA ,r TTEi2, 'r SEWER SYSTEM; 6 "V.C.P. HOUSE CONNECTIONS SHALL BE CONSTRUCTED FROM s 76 R.1• 62 S3 �i 40 31 n 8 ..� �.. THE SEWE2 MAIN TO THE P20PEeTY LINE F012E/�GN LOT. THE DEVELOPER Y_. I , SHALL FU{HN1SH THE SEWER CONTRACTOR WITH A "PLOT PLAN" INDICATING I O LOG /�TION OF THE HOUSE GOtJNEGTION FOR. EACF1 t. 4 I LOT. PR102 TO SEWER MAIN CONS TRUGTION.ALL SEWER. HOUSE CONNECTIONS w ; • ¢ 3p • X18 l tNl iii SHALL BE PLACED PRIOR. TO SU2F/�G1NG OF STREETS. ALL SEWER MNtAIrA LE 75 , W 63 52 l , i;; FQ7�MES /hND COVERS SI- ALL BE LEFT 6" BELOW FINISHED GRADE- THE R CONTRACTOR, SHALL RAtSE THE MANHOLE FRAME P.ND COVER, TO SEWER STREET SURFACING IS COMPLETED. cti Lr 74' r AN'Y HP D -S J t SEWEfE. ST/�TIONtW Ci ON THESE PL/�NS R.EFEZS TO OF SEWE2 ONL'f a % SHOWN THUS O +O O ' �._�, r .' _ ANY IRRIGATION FAC1llT1ES WITHIN THE LIMITS OF CANSTRUCTION INDICAaTED ES`C TtiESE PLANS .O' 2 42 29 20 9 9E ALTERED DR REMOVW WiTFWT 09TAIN \NA PERMISSION OF FALL PERSONS HAVING AN`f IV1TE2EST M WE FACILtT1ES, �I :...• c% : l3 64 5F : SFWLL NOT f I'LL : I SLOPE BENCH MARK °p• IN THE TOP OF CURES oN SOunA SIDE OF a/�KE2 ST. AND 5` 5O 43 Co OF B^61B ST. PRODUCED. ELEV. -19:'10 CITY OF COSTS MES/a DA�TU(vti 'Z "ASPN�A.T C.OPI(. -OVER 4•AGG.9ASE _ - WITH PR:MC ..JAT ESEAL WAT .. WI ; j,,:. _ al. 66 49 _ :.la 2, ; n _ :�'. ESTIMATED UANTITIES TY PE .. C.. CURB �GUTTEiL. - I - _ - - 4 "X4' PC. f. StOEV.t -TTE 71 . i,�. ,� .. , 3• ..J - .. 4 T P I CAL. SECTION - PAULARIN0 AVENUE :.:: N .y� STREETS: 'Eiy r EXG/w/�T I ON 1111 91 C.Y m 48 26 : 23 2 •1 Z'ASPHALT CONCRETE 136,864 S.F. ' 10 d m 3 "ASPH/�LT CONCRETE 14:81LS.P.. - ' - _ - _ _ -- _3 942 T RE6/�TE B/�SE DNS. i r i f SEAL CO^T 1,106 GALS' . , 24 1 r PRIME COAT 4,264 Co". . 69 '•• 68 47 t5 TYPE "D „CURB AND GUTTER 4119 L.F TYPE” G" CURD AND GUTTER j041 L. F. \ GURB ONLY CRETURNS) .. 314 L.F 1 •��.6� tQ +, - E - GROSS GUTTER. A.NO SP/NNORELes 9440 S.F. — `�- — —BP.K E R- el SIRE T �t-6v. IvAC.wn•T[lMn..N—T__- -- :.�_ _ SIOEWt -\LK (4 "K4') : .. _ 31,69F!S.F. c - 27 EA. CURB PACE .... .. - - - - . ,, ST2EET LIGHTS _ ........................... .....�- .- STREET SIGNS I2 EA, DRAINAGE STRUCTURES (COMPLETE 7 ::• I GUARD P/•\NEL 45 L.p. 'LIP OF GUTTER _ t i'i- °. - 4.. •._' .•7... . -.r - - - ": ;... :; L,� -r• ,_y . 14 REFLECTORS (W 62 {il 2: EA i' T' ` .7 :.. L - !, tti TOS GEMEtiT Wf�TE R Rstf� \1.5 16 t.F, EXPANS ON JOINT L. -..y t •+ 2, . •.... , CONCRETE P.I'R.ON - '. "• '..''. L.`•• (: _ - VALV ES O EA! 6` G/�T E ' 4, 4. V\C coNCeeTE ceosS � W/\TEIZ SEfz ES 8 EA FIRE 1IYDi2/�NTS C.f.OMPLETE) 6 EA• GUTTE2 6 °THICK - - - - :.... _ - I "ASBESTOS .CEMENT WATER MAIN - . 11.85 L.F. - j• PORTLAND CEMENT CONC76TE i;l I " G•V. Z EA, g„ W n7 _ s •: > .: :. 6• Gev"-m EiASE _ V-012. PHOV SE CONNECTIONS 1550 L,F. ....::. ... - AG e -•d!'. .. - #I SCALE 1" • \00` •. GTANnNQn M/a.111 -Ih F'S _ _ _ 14 EA:" 08 os3 OfPS1T! SEWER. '. :•t,•' °^" `... tZEMOVE EXIST PAVEIwENT . Lv SEE SHEET NL aj 4 10 -.. - - .. ... -. .. ,... - STATIONING REFERS TO GENTiRLINE OF STREETS v ASPHALT CANC.OVER 4 AGG.9ASE WITH GURB' D/�T/� REFERS TO THE FACE OF GURB• SC-2 P21ME COAT 1, SEAL GOAT . :.. - - - -- - _ - - _ _ - �-' - - - - - _ .. _ - ,. a., •- " ALL WORK DONE SHALL CONFORM TO THE STAND/`RDS LIT-A OF; 4 x 4 P.C.G. St EW/�LK '. wutrb T\ F H • LL COMPLETED TO THE :S/�T1SFA�GT1ot OF COST/ MESA A.ND- S /� BE TYPICAL SECTION- BABB STREET • N T'HE CITY ENGI EE12'. THE WATER SYSTEM SWNLL CONFORM TO THE STANOARDS OF THE COSTA .. .. ?..•..: ( .t it t...t.t2Fi Y N- COUNTY WATER DISTRICT ST/�ND/�RDS . .- MES/� ' a .... , . ..... f. .•..............•1 O ,..' < °.. „ • ' • . _ INO THE WER SYSTEtyi %H ALL BE IhIST/�LLED TO CONFOR?A TOG ST/� MESA.. wl.+rl .ce +B a POW L/�RINO � �.. � /AVENUE f+, PLWLhF2 SANT'EF,RY DI ST2ICT STG�ND/•\f2QS. � 80 :• ti L�VENUE' pRiVEWAY DEPRESSIONS /ARE CONNT eUGTED, THE DRIVEWAY APPROACKES — W HEP-E 135.31' p •�. ® SI•I/� 2 LL BE CONSTUGTED TO P@OPERTY LINE PER C•17"Y OF COST/, MES/% FuTUR t ® ® ST/�NDA12D AND N9I L 4' 0.IT 80 Sl 36 3g 13 IZ _ O.n 4' SOIN E:P. B•S r — �I. AFTER._ ASPHALT GONC2ETE H/NS BEEN OPEN ToTRAFFiG F02 /+a P OF NOT. LESS TI IN FOU2 C.4 WEEKS, /� SEAL CO/%7 CANSISTINC� OF AN • f:' - •`�. EXIST PAVEMEN _ - .. - ' /%SPH/"LTIG EMULSION SHALL BE /APPLIED, 1 1 - q :,•i - - -- - -- g S9 56 3l 34 4 =- - = - - -- 1 _ L s. r ALL UNDERGROUND WOEK $"ALL BE COMPLETED PR102 TO P/�VIN6. W _ GO t.ovER6 "AGG.BASE W PL/-\N SHOWNZHUS I. 9 ASPHALT N - - WITN Sc2 PeIME coAT Z SEAS CHAT ? ; _ I- ST2EET NAME SIGNS TO BE INST/�LLED(STD ) T ., L ., wee CAUT4 SSP, ,. , I - F' . ar YPE E : l8 60 SS 38 33 + 15 10 ¢ * I :. ,4,:X4'.. PC-C. SIDEWALK } ,. :.r a I _ _I � STREET LIGPITS TO BE: NST/�LLED SHOWN THUS. - { W= - F 3 ; FIRE HKD @FONTS TO as INS TA -L.ED SHOWN THUS, o+ t TYPICAL SECTION BAKEP- AVENUE I6 g 1 61 54 Z 39 32 r ll I , t" WATER SEQVIGES SHALL BE INSTALLED PEe COST/ MESA COUNT`! WATER ,. W s m s �, f DISTRICT CIRCU T02 LE DATED JUNE 30, 1960 4 I DSTR.IG LA ,r TTEi2, 'r SEWER SYSTEM; 6 "V.C.P. HOUSE CONNECTIONS SHALL BE CONSTRUCTED FROM s 76 R.1• 62 S3 �i 40 31 n 8 ..� �.. THE SEWE2 MAIN TO THE P20PEeTY LINE F012E/�GN LOT. THE DEVELOPER Y_. I , SHALL FU{HN1SH THE SEWER CONTRACTOR WITH A "PLOT PLAN" INDICATING I O LOG /�TION OF THE HOUSE GOtJNEGTION FOR. EACF1 t. 4 I LOT. PR102 TO SEWER MAIN CONS TRUGTION.ALL SEWER. HOUSE CONNECTIONS w ; • ¢ 3p • X18 l tNl iii SHALL BE PLACED PRIOR. TO SU2F/�G1NG OF STREETS. ALL SEWER MNtAIrA LE 75 , W 63 52 l , i;; FQ7�MES /hND COVERS SI- ALL BE LEFT 6" BELOW FINISHED GRADE- THE R CONTRACTOR, SHALL RAtSE THE MANHOLE FRAME P.ND COVER, TO SEWER STREET SURFACING IS COMPLETED. cti Lr 74' r AN'Y HP D -S J t SEWEfE. ST/�TIONtW Ci ON THESE PL/�NS R.EFEZS TO OF SEWE2 ONL'f a % SHOWN THUS O +O O ' �._�, r .' _ ANY IRRIGATION FAC1llT1ES WITHIN THE LIMITS OF CANSTRUCTION INDICAaTED ES`C TtiESE PLANS .O' 2 42 29 20 9 9E ALTERED DR REMOVW WiTFWT 09TAIN \NA PERMISSION OF FALL PERSONS HAVING AN`f IV1TE2EST M WE FACILtT1ES, �I :...• c% : l3 64 5F : SFWLL NOT f I'LL : I SLOPE BENCH MARK °p• IN THE TOP OF CURES oN SOunA SIDE OF a/�KE2 ST. AND 5` 5O 43 Co OF B^61B ST. PRODUCED. ELEV. -19:'10 CITY OF COSTS MES/a DA�TU(vti 'Z "ASPN�A.T C.OPI(. -OVER 4•AGG.9ASE _ - WITH PR:MC ..JAT ESEAL WAT .. WI ; j,,:. _ al. 66 49 _ :.la 2, ; n _ :�'. ESTIMATED UANTITIES TY PE .. C.. CURB �GUTTEiL. - I - _ - - 4 "X4' PC. f. StOEV.t -TTE 71 . i,�. ,� .. , 3• ..J - .. 4 T P I CAL. SECTION - PAULARIN0 AVENUE :.:: N .y� STREETS: 'Eiy r EXG/w/�T I ON 1111 91 C.Y m 48 26 : 23 2 •1 Z'ASPHALT CONCRETE 136,864 S.F. ' 10 d m 3 "ASPH/�LT CONCRETE 14:81LS.P.. - ' - _ - _ _ -- _3 942 T RE6/�TE B/�SE DNS. i r i f SEAL CO^T 1,106 GALS' . , 24 1 r PRIME COAT 4,264 Co". . 69 '•• 68 47 t5 TYPE "D „CURB AND GUTTER 4119 L.F TYPE” G" CURD AND GUTTER j041 L. F. \ GURB ONLY CRETURNS) .. 314 L.F 1 •��.6� tQ +, - E - GROSS GUTTER. A.NO SP/NNORELes 9440 S.F. — `�- — —BP.K E R- el SIRE T �t-6v. IvAC.wn•T[lMn..N—T__- -- :.�_ _ SIOEWt -\LK (4 "K4') : .. _ 31,69F!S.F. c - 27 EA. CURB PACE .... .. - - - - . ,, ST2EET LIGHTS _ ........................... .....�- .- STREET SIGNS I2 EA, DRAINAGE STRUCTURES (COMPLETE 7 ::• I GUARD P/•\NEL 45 L.p. 'LIP OF GUTTER _ t i'i- °. - 4.. •._' .•7... . -.r - - - ": ;... :; L,� -r• ,_y . 14 REFLECTORS (W 62 {il 2: EA i' T' ` .7 :.. L - !, tti TOS GEMEtiT Wf�TE R Rstf� \1.5 16 t.F, EXPANS ON JOINT L. -..y t •+ 2, . •.... , CONCRETE P.I'R.ON - '. "• '..''. L.`•• (: _ - VALV ES O EA! 6` G/�T E ' 4, 4. V\C coNCeeTE ceosS � W/\TEIZ SEfz ES 8 EA FIRE 1IYDi2/�NTS C.f.OMPLETE) 6 EA• GUTTE2 6 °THICK - - - - :.... _ - I "ASBESTOS .CEMENT WATER MAIN - . 11.85 L.F. - j• PORTLAND CEMENT CONC76TE i;l I " G•V. Z EA, g„ W n7 _ s •: > .: :. 6• Gev"-m EiASE _ V-012. PHOV SE CONNECTIONS 1550 L,F. ....::. ... - AG e -•d!'. .. - #I SCALE 1" • \00` •. GTANnNQn M/a.111 -Ih F'S _ _ _ 14 EA:" :yAk'l 11 w �Zv a � � zr_zm �'Iw -.-Mm -Al.. . - __ __�_ CA r � 0 0