HomeMy WebLinkAbout1991 - Santa Cruz Road - 91-053I I
mst Offil"10111A Z.
1 A Cl I TY BUILDING PERMIT OR GRADING PERMIT IS REQUIRED FOR ALL
CONSTRUCTION WORK ON PRIVATE PROPERTY.
2. A CITY ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK DONE
WITHIN THE PUBLIC RIGHT-OF-WAY A WILL, BE POSTED 114 A VISIBLE
LOCATION PR16R TO THE START OF CONSTRUCTION.
3. 110 TREES SHALL BE REMOVED WITHOUT PRIOR APPROVAL OF THE CITY
PLANNING DEPARTMENT.
4. THE CONTRACTOR SHALL NOTIFY THE CITY OF ATASCADERO, THE DESIGN
ENGINEER AND THE SOILS ENGINEER AT LEAST 24 HOURS BEFORE
COMMENCING CONSTRUCTION.
5. ALL GRADING SHALL BE IN CONFORMANCE 'WITH CHAPTER 70 OF THE
CURRENT U.B.C. AND TITLE 8 OF' THE ATA$CADERO BUILDING
REGULATIONS AND SHALL BE SUPERVISED BY A SOILS ENGINEER WHEN
REQUIRED.
6. ALL -GRADING SHALL BE DONE 'IN ACCORDANCEWITH THE,
RECOMMENDATIONS STATED IN THE SOILS REPORT PREPAREDIBY PACIFIC
GEOSCIENCE DATED 5-4-90,
7. AREAS TO BE GRADED SHALL BE CLEARED OF ALL VEGETATION,
INCLUDING ROOTS ADD OTHER MATERIAL, UNSUITABLE FOR STRUCTURAL
FILL, AND SCARIFIED TO AllINIMUll DEPTH OF 1,211 OR AS REQUIRED
BY THE SUPERVIS114G SOILS ENGINEER.
8. ALL UNSUITABLE SOILS MATERIALS, RUBBISH AND DEBRIS RESULTING
FROM GRADING OPERATIOD1 SHALL BE REMOVED FROM THE JOB SITE AND
DISPOSED OF PROPERLY
9. SLOPE CONSTRUCTION REQUIREMEmrs INCLUDING KEYS AND BENCHES
SHALL BE SPECIFIED BY THE SUPERVISING SOILS 'ENGINEER PRIOR TO
CONSTRUCTION OF GRADED SLOPES.
10. IN AREAS TO RECEIVE FILL THE EXISTING SOILS SHALL BE SCARIFIED,
AND COMPACTED TO A 14INIMUM OF NINETY PERCENT (90(%) OF MAXIMUM
DENSITY. PRIOR TO PLACEMENT OF FILL MATERIAL, THE PREPARED
AREA SHALL BE INSPECTED AND APPROVED BY THE $OIL$ ENGINEER -
11. ALL FILL SHALL BE PbACED IN THIN LAYERS AND COMPACTED TO 90t
RELATIVE COMPACTIOET COMPACTI614 TESTS SHALL BE MADE AS
DIRECTED, BY THE SUPERVISING SOILS ENGINEER,
12. ALL SLOPES TO BE PLANTED TO MINIMUZE EROSION AS SOON As Is
PRACTICA'L AND PRIOR TO CALLING FOR FINAL INSPECTION.,
13. CONSTRUCTION GRADE STAKES SHALL BE SET BY, A LICENSED SURVEYOR
OR REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA.
14. ROUGH GRADING INSPECTION AND CERTIFICATION WILLBE REQUIRED
THE S011S ENGINEER SHALL CERTIFY THAT ALL GRADING HAS BEEN
COMPLETED IN CONFORMANCE WITH THESE'PLAN$ AND SPEC IFICATIONS$ '
CHAPTER 70 OF THE U.B.C. , AND THE RECOMMENDATI.QNS OF THE ABOVE
REFERENCED SOILS, REPORT.
15. THE CONTRACTOR, SHALL EMPLOY ALL LABOR, EQUIPMENT AND METHODS
REQUIRED TO PREVENT HIS OPERATIONS FROM PRODUCING DUST IN
AMOUNTS DAMAGING TO PROPERTY, CULTIVATED VEGETATION AND
DOMESTIC ANIMALS OR CAUSING A NUISANCE TO PERSONS OCCUPYING
BUILDINGS IN THE VICI14ITY OF THE ;JOB SITE. TLE .CONTRACTOR
SHALL BE R,ESP0HSlBLjE FOR ANY DAMAGE CAUSED BY DUST RESULTING
FROM HIS OPERATIONS. DUST ABATEMENT MEASURES :SHALL BE,
CONTINUED UNTIL RELIEF IS GRANTED BY THE GRADING INSPECTOR.
16. EARTHWORK ESTIMATE:
CUT'. CUBIC YARDS
FILL: 2wo''.., _CUBIC YARDS
NOTE: EXACT SHRINKAGE, C0NSQbI.DATION AND SUBSIDENCE
FACTORS AND LOSS -ES DUE T 1 0 CLEARING OPERATIONS ARE
NOT INCLUDED. ESTIMATED EARTHWORK QUANTITIES ARE
BASED ON THE DIFFERENCE BETWEEN EXISTING GROUND
SURFACE AND PROPOSED FINISH GRADES t AS SHOWN ON THE
PLAN AND SHOULD VARY ACCORDING TO THESE FACTORS,
CONTRACTOR SHALL MAKE HIS OWN SITE VISIT AND
QUANTITY TAKE -OFF AND SHALL BID ACCORDINGLY -
,6*011M Xmi"01111
_1
1
COVER / NOTES
2
TREE PROTECTION AND REMOVAL
PLAN.
3
TIRO LANE
STA. 10+00 to
STA.
13+9_0
4
TIRO LANE
STA. 13+90 to
STA.
18+30
5
TIRO LANE
STA. 18+30 TO
STA.
21+80.08
6
DRIVEWAY
LOTS 1 & 2
7
DRIVEWAY
LOTS 3 & 4
8
DRIVEWAY
LOTS 5 & 6
9
DRIVEWAY
LOTS 7 & 8
10
COMPOSITE
UTILITY PLAN
r1
1
11 DETAILS
F00MOTal 02M
T.B.M. = SPIKE & WASHER "L.S.5201" IN A.C., SANTA CRUZ ROAD
ELEVATION: 1261.04
TR 4,CT 1893 IMPROVEMENT PLANS
J_ wwo
ENGINEERING
6717 MORRO ROAD
ATASCADERO, CALIFORNIA 93422 JOB NO.
(805) 466-6827
—053
ell 91
SHEET
I R.C.E. 33760 EXP. 6/30/94 OF
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DESCRIPTION
DESIGN CITY
ENG—R. DATE ENGR. DATE
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A5QAD RO CALIFORNIA 93422
(805) 466 -6827
JOB NO.
91-053
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LOT 3
'0'*L CURVE DATA
L
m
11 70
11642
------ ----
... . .... . ...
L SHEET
JOHN FALKENSTIEN R.C.E. 33760 EXP. 6/30/94 OF
7"v
----------- -------- --- --- -------- -------------- ---------- ----- ------ ------- -------- . ........ ------
210.00
26 27**23"
96.97'
36.00
25 09'05
15.80"
36.00
59 3839"
37.48
m
11 70
11642
------ ----
... . .... . ...
L SHEET
JOHN FALKENSTIEN R.C.E. 33760 EXP. 6/30/94 OF
7"v
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j rr it 0 s !36.
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7;5 "71
-at
. ......
APPROVED
...
REV.
BY:
"ACT 1
893
IMPROVE"E"T
'LA'S
DESCRIPTION
DESIGN
OGR, DAIE
CITY
EN!M. DA Ir
��,,CUESTA
EN INEERING
DESIGNED
DRAWN
�F
IATASCADERO,
. . ....
6717
CALIFORNIA
(805)
)10-
MORRO ROAD
93422
466-6827
v 19 a I
OB NO.
91-053
SHEET
I'
1� I I ''
LOT 7'
cl
0
X(8
0 4 ...... .
"-=7 E-77 7T
to wo 40
lot
-- ---------
Nv-
----- ---- -
... ....... .
v"v"
-----
— - --------
-------- - ------.. - ------
.......
77
.... . ..... ----------
... ....... .. .. . . ......
--- -------
-- - ----------- - --
--------------- -
- -----------
------
- --- ------ -- ---- ---
1170
r ------
W 4w
- ----------- - -
------- - ---
t----
----------
�T
- -------- - -----
------------ --- ...
----------
..... . - -------
.........
r---
- ----- -- ---- -
--------------
- ------- - — ------------- --... . ....... .......
- --- -----
- - ---------
--
--- - ------------ - ------- - --
.... - -----
- ---- -----
-- ---- ------
----- --- --- - -
-- -- --- ... .......
---- - ----- ----------
- ---------
-----------------
---------- -- ......
--- -------
- -- ------- - --------
---- - --
t
- -----------
---- ------- --
- ------ ..........
----------
------
APPROYfp BY.
v VININam N
TRACT 1893 IMPROW "ENT PLAS
W'
-- — -------
-------
.
....... VEWAY LOTS 5 & 6
D CITY
SCRIPTI
REV. DE ON DAIE ENGR. Q&JE
/-d�F I -
P/w c CUESr"A ENGINEERING
--------
6717 MORRO ROAD
ATASCADERO, CALIFORNIA 93422
DESIGNED
DRAWN
-7--t
805 466-682
91-053
SHEET
...........
NR L
719 CL CURVE
Ii i 0.00
7 I20 10'11" 38.72"
N106.00 36 14'f 2 67.04
n .... ..... . 4 INI> Ile -7- IIIOIL 0 IAll IIIIS 51 5-1'1 6" W Q I277.86' III__ I *"I III20 10 20 40 77=
Ae77F7 _7 ----7 -- ---------- tI-- ------- - ----- ---- --- - ------- I..... .. . ....... ------ - ----- ---------- I-- ... ......... ------ ------- I...... ...... - ---------- ---- ---- --- I- --- ---- ------ "I
I...... ....... - ------- ------ II---- ------- . ....... ..... . - ------- ------ -----_----- ----- ----- _ - - - T, ... .... .... ------ IIIor� 4 ---- - --- - ------- - - ----- ....... . .. - -------------- - III. ........... Ikv, -- ----------- i4 . . ....... opt �w, ow ......... . N'' .. ........ --A . ....... . ....... - . . . ........................ ------- II----------- ------ 4- 7 I- - --------- IIIf7=. .4 III.. ... ...... ... I--- ---- ------ -- - - ---------- 7777 17 ... .. ...... . ..... ..... ---------- - -------- II. .......... ------- ---------- - ---------- I4 wo"WAMI ===Z. ----------- - - ------- 4 771, oo�go _,V� II----------- I- ------------ --------- 4-- .... ....... II----------- - --------- —APPROVED BY:
77+-_ 7777777r . .... .... . -------- ...... .. .. I K UV IIII
ACT 1893 IMP.R'WMENT PLANS
I-- ----------
- ---- -- LOTS 7 & 8
- - ------ DRIVEWAY CITY DESIGN DESIGNED
IENGR. DATE IL
REV. DESCRIPT10N
DAIE
I A . ...... . ..... CUESTA ENGINEERING DRAWN
---------- OP
-- - -- ------- t I--- ------- ........ ..... . ... ... . ..... 6717 MORRO ROAD
L F3 T. ---- --- ATASCADERO, CALIFORNIA 93422
JOB NO.
--- - ------ - - ----- -6827
(805) 466
---------- ------ ---------- - ----- ......... ..... - ------ ------- . .............. .. ....... . .. - - - ----- - ------ . ..... ----- - ---- - - - - --------- ---- --------- ....... ---- ----- ----- - ----------- 91-053
ISHEET
R.C.E. 33760 EXP. 630Z941 OF II---------------- -------------- . .........
7m
(" of nNY Pot INir)APY;. TOAI-T. R�r)i,,JkinApy
I EGEN D - SAS --- QO. SAL. P -AQ
— — — ---- -- -- c EXISTING GAS SERVICE STUB
- -- �- PROPOSED 2" P.E. GAS MAIN
1" P.E. STUB PROPOSED 1" P.E. SERVICE STUB
EGEND POWER- P. G. & E.
FUTURE POWER SERVICE LINE
NOT A PART OF THIS CONTRACT
5
7"olag
\�l
W T,etWcy
a
,EGEN D --- WATER SYSTEM
EXISTING FIRE HYDRANT
NEW FIRE HYDRANT
BLOWOFF
.... NEW 6" WATER MAIN
1" WATER SERVICE WITH METER BOX
NOTE:
1. ALL WATER SERVICES SHALL BE 1" FOR FUTURE FIRE
SPRINKLER SYSTEMS.
2. ALL METER BOXES SHALL BE SIZED TO ACCOMODATE A
1" MINIMUM METER.
,EGEN D --- PHONE PACIEIC BELL JOB #8000Y
------- PROPOSED BURIED CABLE TRENCH
PROPOSED 4" CONDUIT
--- PROPOSED SERVICE WIRE TRENCH
ISI PROPOSED PEDESTAL LOCATION
------- EXISTING BURIED CABLE
NOTE: FACILITIES TO LOTS 3 & 4 (NOT SHOWN) TO BE PLACED,
WHEN REQUIRED, FROM EXISTING SERVICE POINTS ALONG SANTA
CRUZ ROAD.
L
0
TEL. SERVICE WIRE
— TEL. CABLE.
MINIMUM TRENCH REQUIREMENTS
NOTE: CABLE TV SERVICE WIRE TO BE PLACED IN PHONE TRENCH
. Riser 6" SDR 35 PVC. -
9. Coltar Class A P.C.C.,
a-1 I ow.'ed, to cure 48 hours
prior to full traffin-e—
FIRE HYDRANTS
T7
WNINUM 21 iN04ES ROAO SED (BOTH SIDES)
CUT COSTING qQA0wAY 710 PROVIDE WiRTICAL
SURFACES ANO SQUARE CORNERS. CU EDGES
w
INU Ar
3E SV x4t AND NEAr IN APPEARANCE
—PROVIDE MW 6' W404
INTO UNDISIURSED
�§V;91"o MINNE
END OF STREET MAIN AS
SHOWN ON PLAN.
2" DRILL AND TAP TO
CVA&If%Ann 'T1113VAr1
TYPICAL PLUG DRILLED FOR 2"
2)jon: BL6QO-FF ON 4"' OR 6" MAIN
PROTECT ALL FITTINGS WITH PLASTIC
AND POUR THRUST BLOCK AT END OF
STREET MAIN, SHAPE AND LOCATION TO
BE DETERMINED IN FIELD.
3" DRILL AND TAP TO
STANDARD THREAD.-,,
TYPICAL PLUG DRILLED
TW73" BOVOUFF ON 8"
10" OR 12" MAIN
SCHEDULE
I
WATER MAIN1011
12
2'4
LAST IRAN CAVOR PLUG,
4
61tx2lt
811X311 _
10#'X3*1
" #1
12X3
3.
BRASS NI.PPU
2 11X181%
2"x18'I
.3..'.' x 18
3"X18"
3I t
4.
GATE VALVE SCREW JT
2#1
211
31# —
311
3 ItX18"
5.1
6.
7.
8
9.
110-L-A—RKSON
BIR I ASS NIPPLE
BRASS 900 ELL
_YRASS RISER
OVAS�SCOUPLING :--THRCA6E-D
1—
BRA -S§ --PLUG fi-C67V
VALVE B -10-x AN _E FI
2"x8"
2 go
2'Ix26"-t
9
-2f'—
211
-Ti -61-
,may1lx26"±
-:E--
2"
U, 11,01
311X10#1
3"
31lx32u-+
311
3 of
F11-ti-i—'_1_1b_1-LjL101
3"x1O"
3" V±
T'x32F�11
it
31
311
311xioil
3"
'it x32"J:
3 If —
3"
REVISIONS: -
APPROVED BY
Sim no 13LOWOFF ASSEMBLY
DATE L WAI
SECTLO _Q -C
NOTE, Cross-section of slope ditch
may be semicircular vee or
trapezoidal,
&
Shoulder.F
ac E
I - 3
0.42'
ed
zo SECTION G -G
SECTION E -E
J9
g
0
o Top of Dike
0 a.
LU W
2 0
0.42'w U,
CL w Nb
0.20* AC 1z
SECTION F' -F'
U_
SECLtON 0-0
d; F
11 0
E
TR
G G
E
L
7
2'R C 2*R
Top of Me
0
> J
PLAN PLAN
TYPE A DIKE MOUNTABLE' DIKE
A5PH&JCQ_N_REIE OVER51QUEARN
To be used on fist AI0.P*s flatter than 2:1 Use Min,
40` length of gutter on both sides in a sag location
STATE OF CALIFORNIA
DEPARTMENT OF TRANSPORTATION
OVERSIDE DRAINS
APPROVED BY:1K ACT 1893 IMPROV17MENT PLANS v U"
DETAILS
momm ow"M
=4- Cl , DESIGNED
7"
REV.
DE
REV. DESCRIPTION ENO,
DAZE EN9& DATE
CUES" A ENGINEERING DRAWN
6717 MORRO ROAD
TASCADERO, CALIFORNIA 93422 JOB NO.
(805) 466-6827
—053
91
#9 SHEET
°i;� JOHN FALKENSTIEN R.C.E. 33760 EXP. 6/30094 OF
Lj
i 6
N 0 9 19919
I
N
mmonva 4 ammmm samomm * "mamma 40ormoo a
—Ground Cover Planting
61
0
e_r�
V1 BLDG.
T R A C T 2 0 6 1 9`6,C,Q -4
IN PROGRESS
0
LLJ
C3 M
Xa=NWAR a 8MANAMN Lmoxam 0 NNNMqM OPINION a AAMANNN a
1 ll
-WM
ON"Mr _90mv a -upon -=pup a womman PROPOSED CURB, GUTTER, & SIDEWALK Lij
EXISTING SIDEWALK
LL I L
n
Uobble Pavig Deciduous Tree Evergreen Tree Plantin,g11\J
LONDON PLANE TREE 'COAST LIVE OAK'
ZZ
306+00 ru 307+00 0, ..�. �: •;:---}---
0
0 -0
�% in, 4 1 4
Uobble Pav" Evergreen Tree Planting
I I e% fN
`COAST LIVE OAK' ------ Raised Concrete Median Evergreen Tree Planting Medium Shrub k- round Cover P"lantin�j <
`C0Ac3`r LIVE OAK' Planting
U�
_T PROPOSED 5' WIDE AGG. BASE PATH LIJ
EXISTING SIDEWALK
""woo =Mwn a MONSOON* MONSOON manAN, MANANAM Is OMOMMO MANANAN a noun= 01110110010 0 NOONAN a ANAMANA[_MMAN.— NAM%BNNM a ammm=M cammom FA AWANSM NNNNAM a counims a annomm MINIMUM a mmmm alloww" MAMMA* *=M= a commomm sessammo a $$moors= commomm a summowso 40mrawAm 9 AM= Asmamomm a SMOMMOM toommsma 0 sum=== ammw in agoomm sommm U mommm amomow 4 am="= M=mm=
4r:
reg
I � --- _..e.—�,--.�•� / / i` / �•--r•.,, �irF.��f / l� "�..,.�,.__�„``7_i�"..7"' T'_""T �.....T_i"i �'._%_T"-".T�%i k _,-,. .�
U
X
■
BLDG'/ BLDG.
BLDG.
BLDG. BLDG.
LJ
L
F
M 0
< a I'l,"I a onomm lomamm a $$Nava=* pamuso a toommme MAMW a stowsxm *nano= 8 swxmrjm momoon a MONSOON& womoso
Ammu� sum== a 400mom ammmm 0 sommom nmonsom a sompam cum==" X agoamm sow== 0 goosomm gowmamm 0 sommoom WAIMMOM 0 smomm 009=NM 0 spoomwo vxwxmmo 0 OLVMMW somemom a gamomm annamon a qqwv%ww mmwxgmw a AWMEOM VMS*=" a %mmm Gomm= 0 Z�Nnsmwnmw / .
1,1_4
LLJ PROPOSED CURB, GUTTER, & SIDEWALK EXISTING SIDEWALK EXISTING SIDEWALK EXISTING SIDEWALK
LJ_J
! It
00 Medium Shrub Planting Evergreen Tree Planting Broadleaf Deciduous Tree Co, bble Paving
`COAST LIVE OAK'
LONDON PLANE TREE
N- L
315+00
A* -
0
< Broadleaf Deciduous Tree Ground over Planting Medium 61irub Flanting Evergreen i ree t-piaming
`LONDON PLANE TREE 'COAST LIVE OAK'
U)
PROPOSED 5' WIDE AGG. BASE PATH
a vatwomm I a
0
L
PROPOSED CURB, L
GUTTER,SIDEWALK
316+00
—4—
GRAPHIC �.SCALE
10 20 40 80
0
( IN FEET ) I
1 inch = 20 ft
This drawing & the related specifications
are instruments of service & shall remain
the property of S E D E S. They may not be
changed or utilized for other projects
without the written consent of the Land-
scape Architect. The contractor shall
verity all dimensions & existing condi-
tions. He shall report any discrepancies
to the Landscape Architect. The con-
tractor shall arrange a meeting with the
Landscape Architect prior to commen-
cing the construction work. Work based
on these plans must be inspected by
SE DES, unless otherwise agreed in writing.
0,
A
s.
1
W
A
1