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.. . - __ __�_
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