HomeMy WebLinkAboutUnit 1-34 - PreciseGrading0O'
PERS/DE
co(zNl!' STAN0.4R01i+t� tOZ
. FUTURE
R 7r R
39' 39'
11' 28' 12'
5'
-3. FINISHED SUR ACE
2.0% Z-
ULEVEL CUT
1.5' ROUGH GRADE LINE
COUNTRY GLEN WAY
TYPICAL SECTION s `
ITA. 7f60.76 TD STA. //f4¢._ S R,/f
NO SCALE L
,lox
PRECISE GRADING PLAN = PLOT
TRACT N0. 26861 - 1
CITY OF TEMECULA
.. . ....... , Pi
G N
Y GLEN WA y �_ T.C. TOP OF CURB
G'OVNT R
It FLOW LINE
SHEET 4 F.S. FINISH SURFACE
L AN
CL ✓E/? V E.P. EDGE OF PAVEMENT
LZ4
J 3 1JN17 I, r PAD FINISH PAD ELEVATION
i I Q LOT 2 La F.F. FINISH FLOOR ELEVATION
1
Lai �
A'T10N t C/) op GARAGE FLOOR ELEVATION
RECRE
FACILITY
DIRECTION OF DRAINAGE
ilk
1050
{n S HEET 6 PROPOSED CONTOUR
W V ,+� 2:1 SLOPE (UNLESS OTHERWISE SH0VM11)
E. D. F. EXTRA DffP F007YA 8
--o-- 4" 0 &ACX 6R4 E IMZ7 N D. S. 1#0Mt
oR EQL1iVALEM, 0# 3"PV•c a o- f%
ARAZ fEMOME3 � Y• V -0-S. L IVO. C
ozQU �OQ
y I CONC. DECb/1V6
GIND See
4
INDEX MAP t
SCALE: 1- = 100'
� 7NE EMD/NffR A�PEPAR/NO THESE AYAHS iY/LL AOT � '
RESPONS/SLE FQR, OR L/,4BLE FAP, UiV.4!/rW4'r/IED CWA"rr
70 OR USES OF THESE 10,ZA AS. ALL CW,4/VGES 7D IWF MAA',S'
AOYIST AVE W WR/T//V1S' AVO W!%ST QE AP1PRd1-120 QY Me
. PREPARER OF Tf�SE i'L.4HS'.
_EARTHWORK QUANTITIES OWNERZDEVELOPER LEGAL DESCRIPTION
A PORTION OF PARCEL 2 OF PARCEL MAP NO. 18993, REC1 D IR m
_ RAW 0 C .Y PRESLEY OF SAN DIEGO c34. FPORN I A • 13 THROUGH{ 18 OF PARCEL MAPS, IN R I VERS I DE COUNTY.
15090 AVENUE OF SCIENCE
SUITE 201
ENGINEER9S NOTE
IN SAN DIEGO, CA. 92128 CONTRACTOR AGREES THAT HE SHALL ASSUME SME Aro COIIiPLETE
619/451-6300 RESPONSIBILITY FOR JOB SITE COND I T I ONS DURING THE COURSE OF
RAW FILL _ _ - _ _ _ _ _ _ _ _ _ 52,P900 C .Y CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND
PROPERTY; THAT THIS REQUIRDAMT 94ALL APPLY CONTINUOUSLY AND NOT
®BE LIMITED TO NORMAL WORKING HOURS.
ADD tT1ONAC.. FILL AND THAT THE CONTRACTOR SHALL
�p ADDED -M L- Z 11 OO O C.Y. � WD. I NIXLIABILITY. VIFY REAL OR ALLEGEHOLD THE OWNER D I ECONNECTIONENGINEER HARMLESS
THE FROM
Ce�.F,�,�,,.�,� SOILS ENGINEER
PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING FOR LIABILITY
TbmL. FILL SS1g00 C.Y. ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
GEd— 801 LS, INC. THE EXISTENCE AND LOCATION OF ANY LWERGROIUND UT 1 L I T I ES OR
5741 PALMER WAY STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A D I L I GENT SEARCH
CARLSB AD, CA. 92008 .OF AVAILABLE RECORDS. THE CONTRACTOR IS REQU I RED TO TAKE ALL
PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OT1"
79 619/438-3155 L I NES OR STRUCTURES NOT SHOWN ON THESE PLANS AND IS RESPONS I BLE FOR
THE PROTECTION OF. AND ANY DAMAGE TO THESE LINES OR STRUCTURES.
slim SOURCE OF TOPO: BENCHMARK DESCRIPTION
ELEVATION: 1052.514 DATE: 9-132
IRIVERSIDE COUNTY DESIGNATION: T-2-81 STAMPED ON 2 t 1/2* BRASS DISK
SAN LO AERIAL SURVEY'S - __ IN CONCRETE CYLINDER. 3.4 M I LES SOUTHEASTERLY ON HWY . 79 FROM THE
INTERSECTION OF MAIN STREET AND FRONT STREET IN TEMECULA. AT
4875 VIE WR I D GE AVENUE SOUTHIWEST CORNER OF THE INTERSECTION OF HWY. 79 AND MARGAR i TA ROAD.
MAP 109' SOUTH OF THE STREET CENTER LINE OF HWY . 79 AT THE NORTHEAST
' ' ", SAN DIEGO, CA. 9 2123-1867 FE14CE CORNER of 6' CHA I N L I PK FENCE AROUND HELL S I TE. 9' SOUTH APS
NO CALE 619/565-1024 2' EAST OF NORTHEAST FENCE CORNER.
r
4
ETA OMMENDED FOR SEAL carr SE APPROVED BY TE TRACT NO. 26861 — 1 SHEET No.
ROVAL '�k- C R O B B Y Engineers Planners Surveyors
CITY OF TEMECULA
--- MEAD 5650 El Camino Real, Suite 200 1
Lb •. r' EXP
DOUGLAS M. . DATE rnS ART,DEPUTrCITY ENGINEERtri
cic
Uj
N0. 30958 PLOT PLAN
m R.C.E. NO 37254 6-30-92 BENTON Carlsbad, CaMoia 92008
Exp. 3-31-92 PREPARED UNDER THE SUPERVISION OF. nArr taftelgi&ABSOCIALTM (619) 438 — 1210 PRECISE GRADING PLAN 6 sNTs
DATE--
APPR DATE CHECKED BY Jl,� CIVIL t1�! SCALE AS $HOWA( T — 2 — 81 ELEV. — 1052.514 TITLE TLE SHEET FILE NO.
ITY rE r7F CA���o� -L BENCHMARK
CHECKED BY I DATE ALEXANDER W. S8 HART DATE SEE DESCRIPTION ON THIS SHEET FOR W.O. _
1t c t No r" RATE 3-31-92 6 /B 9/
—•—
2COUNTRY GLEN WAY
TYPICAL SECTION
LCUT
SSA. /#167 09 TO STA. 7V• 60 7K
NO SCALE
1.5' ROUGH GRADE UNE
FILENAME:
TYPICAL SECTION
PRIVATE STREETS
NO SCALE
CLOVER LANE
CHELSEA WAY
Y
RANCHO
30' '
'
-5'--&5'1-19.5' 751- '13' 5!
G.U.E. . G.U.E.
0.3 0.3 0.5'
' ACE
. 7 oox to 29. y
LEVEL CUT
1.5' ROUGH GRADE LINE
TYPICAL SECTION
PRIVATE ENTRY STREETS
NO SCALE
BRIARWOOD PLACE
ASHBURY PLACE
J
_ C
Underground Service Alert
CalIk TOLL FREE
1 -Soo
422-4133
Two w0W1lN! DAYS BEFORE YOU =
12 A 3 91 L w PRO f 5ItigL E E[Ev RE//SED Sh'T. 34.
1-3091 Lw EV.LzGetjo 9:0e %mC_. ewTEQ
l w OF v. Eoe u vee e6c . cater
Z-7 Al Lw
3-19-91 LW 4 REvisloNS Amit TD SHEET at 3 0 04
fie p0pals arPpAwaflnNg Owe plats Is reapmal ft for ammff rg the accuracy
ane aeesptab01ty of the desfpi hereon. IN the event of dtserepaaelm afsing afterDATE
BY MARK
city approval or dlrrlbg eonsbuctim, the prhats sng1mew shell be remponalble
for dstwmkiing w acceptable solution and revArbg the pars for approval by
ENGINEER REVISIONS
the alty.
DESIGNED BY DRAWN BY
PRECISE GRADING PLAN = PLOT
TRACT N0. 26861 - 1
CITY OF TEMECULA
.. . ....... , Pi
G N
Y GLEN WA y �_ T.C. TOP OF CURB
G'OVNT R
It FLOW LINE
SHEET 4 F.S. FINISH SURFACE
L AN
CL ✓E/? V E.P. EDGE OF PAVEMENT
LZ4
J 3 1JN17 I, r PAD FINISH PAD ELEVATION
i I Q LOT 2 La F.F. FINISH FLOOR ELEVATION
1
Lai �
A'T10N t C/) op GARAGE FLOOR ELEVATION
RECRE
FACILITY
DIRECTION OF DRAINAGE
ilk
1050
{n S HEET 6 PROPOSED CONTOUR
W V ,+� 2:1 SLOPE (UNLESS OTHERWISE SH0VM11)
E. D. F. EXTRA DffP F007YA 8
--o-- 4" 0 &ACX 6R4 E IMZ7 N D. S. 1#0Mt
oR EQL1iVALEM, 0# 3"PV•c a o- f%
ARAZ fEMOME3 � Y• V -0-S. L IVO. C
ozQU �OQ
y I CONC. DECb/1V6
GIND See
4
INDEX MAP t
SCALE: 1- = 100'
� 7NE EMD/NffR A�PEPAR/NO THESE AYAHS iY/LL AOT � '
RESPONS/SLE FQR, OR L/,4BLE FAP, UiV.4!/rW4'r/IED CWA"rr
70 OR USES OF THESE 10,ZA AS. ALL CW,4/VGES 7D IWF MAA',S'
AOYIST AVE W WR/T//V1S' AVO W!%ST QE AP1PRd1-120 QY Me
. PREPARER OF Tf�SE i'L.4HS'.
_EARTHWORK QUANTITIES OWNERZDEVELOPER LEGAL DESCRIPTION
A PORTION OF PARCEL 2 OF PARCEL MAP NO. 18993, REC1 D IR m
_ RAW 0 C .Y PRESLEY OF SAN DIEGO c34. FPORN I A • 13 THROUGH{ 18 OF PARCEL MAPS, IN R I VERS I DE COUNTY.
15090 AVENUE OF SCIENCE
SUITE 201
ENGINEER9S NOTE
IN SAN DIEGO, CA. 92128 CONTRACTOR AGREES THAT HE SHALL ASSUME SME Aro COIIiPLETE
619/451-6300 RESPONSIBILITY FOR JOB SITE COND I T I ONS DURING THE COURSE OF
RAW FILL _ _ - _ _ _ _ _ _ _ _ _ 52,P900 C .Y CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND
PROPERTY; THAT THIS REQUIRDAMT 94ALL APPLY CONTINUOUSLY AND NOT
®BE LIMITED TO NORMAL WORKING HOURS.
ADD tT1ONAC.. FILL AND THAT THE CONTRACTOR SHALL
�p ADDED -M L- Z 11 OO O C.Y. � WD. I NIXLIABILITY. VIFY REAL OR ALLEGEHOLD THE OWNER D I ECONNECTIONENGINEER HARMLESS
THE FROM
Ce�.F,�,�,,.�,� SOILS ENGINEER
PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING FOR LIABILITY
TbmL. FILL SS1g00 C.Y. ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
GEd— 801 LS, INC. THE EXISTENCE AND LOCATION OF ANY LWERGROIUND UT 1 L I T I ES OR
5741 PALMER WAY STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A D I L I GENT SEARCH
CARLSB AD, CA. 92008 .OF AVAILABLE RECORDS. THE CONTRACTOR IS REQU I RED TO TAKE ALL
PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OT1"
79 619/438-3155 L I NES OR STRUCTURES NOT SHOWN ON THESE PLANS AND IS RESPONS I BLE FOR
THE PROTECTION OF. AND ANY DAMAGE TO THESE LINES OR STRUCTURES.
slim SOURCE OF TOPO: BENCHMARK DESCRIPTION
ELEVATION: 1052.514 DATE: 9-132
IRIVERSIDE COUNTY DESIGNATION: T-2-81 STAMPED ON 2 t 1/2* BRASS DISK
SAN LO AERIAL SURVEY'S - __ IN CONCRETE CYLINDER. 3.4 M I LES SOUTHEASTERLY ON HWY . 79 FROM THE
INTERSECTION OF MAIN STREET AND FRONT STREET IN TEMECULA. AT
4875 VIE WR I D GE AVENUE SOUTHIWEST CORNER OF THE INTERSECTION OF HWY. 79 AND MARGAR i TA ROAD.
MAP 109' SOUTH OF THE STREET CENTER LINE OF HWY . 79 AT THE NORTHEAST
' ' ", SAN DIEGO, CA. 9 2123-1867 FE14CE CORNER of 6' CHA I N L I PK FENCE AROUND HELL S I TE. 9' SOUTH APS
NO CALE 619/565-1024 2' EAST OF NORTHEAST FENCE CORNER.
r
4
ETA OMMENDED FOR SEAL carr SE APPROVED BY TE TRACT NO. 26861 — 1 SHEET No.
ROVAL '�k- C R O B B Y Engineers Planners Surveyors
CITY OF TEMECULA
--- MEAD 5650 El Camino Real, Suite 200 1
Lb •. r' EXP
DOUGLAS M. . DATE rnS ART,DEPUTrCITY ENGINEERtri
cic
Uj
N0. 30958 PLOT PLAN
m R.C.E. NO 37254 6-30-92 BENTON Carlsbad, CaMoia 92008
Exp. 3-31-92 PREPARED UNDER THE SUPERVISION OF. nArr taftelgi&ABSOCIALTM (619) 438 — 1210 PRECISE GRADING PLAN 6 sNTs
DATE--
APPR DATE CHECKED BY Jl,� CIVIL t1�! SCALE AS $HOWA( T — 2 — 81 ELEV. — 1052.514 TITLE TLE SHEET FILE NO.
ITY rE r7F CA���o� -L BENCHMARK
CHECKED BY I DATE ALEXANDER W. S8 HART DATE SEE DESCRIPTION ON THIS SHEET FOR W.O. _
1t c t No r" RATE 3-31-92 6 /B 9/
FILENAME:
CWICTS1
01
GENERAL NOTES'
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE
PROPOSED WORK AREA AND RELOCATION COSTS OF ALL EXISTING
UTILITIES. PERMITTEE MUST INFORM THE CITY OF CONSTRUCTION
SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTI
PHONE: ( 714) 694-6400
2. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO
COUNTY STANDARD NO. 816.
3. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE
COUNTY TRANSPORTATION DEPARTMENT IMPROVEMENT STANDARDS AND
SPECIFICATIONS, DATED � �o COUNTY ORDINANCE NO. 461 AND
SUBSEQUENT AMENDMENTS.
4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY
ENGINEER TO INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED
BY RIVERSIDE COUNTY ORDINANCE NO. 461 (TRACTS AND PARCEL MAP
ONLY).
5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACT
TO APPLY TO THE CITY OF TEMECULA ENGINEERING DEPARTMENT FOR
AN ENCROACHMENT PERMIT FOR ALL WORK ON EXISTING CITY
MAINTAINED ROADS. AND FOR UTILITY WORK WITHIN OFFERS OF
DEDICATION FOR PUBLIC USE.
6. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE
PRIOR TO PAVING THE STREET SECTION INCLUDING, BUT NOT LIMI
TO, THE FOLLOWING: SEWER. WATER. ELECTRIC. GAS, DRAINAGE.
7. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED A
CONSTRUCTED ACCORDING TO COUNTY STANDARD NO. 208 AND NO.
207. AS DIRECTED IN THE FIELD.
8. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACT
TO APPLY TO CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRA
FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN THE
STATE RIGHT-OF-WAY.
9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOILS TESTS
BE TAKEN AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET
SECTION REQUIREMENTS. USE STANDARD NO. 401 IF EXPANSIVE S01
ARE ENCOUNTERED.
10. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN
FOURTEEN (14) DAYS FOLLOWING PLACEMENT OF THE ASPHALT
SURFACING AND SHALL BE APPLIED AT A RATE OF 0.05 GALLON PER
SQUARE YARD. ASPHALTIC EMULSION SHALL CONFORM TO SECTIONS 3
39 AND 94 OF THE STATE STANDARD SPECIFICATIONS.
11. PRIME COAT REQUIRED PRIOR TO PAVING ALL GRADESIN EXCESS OF
PERCENT.
12. INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE NO. 460.53
13. STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE
APPROVED STREET LIGHTING PLAN.
14. AS DETERMINED.BY THE -CI,TV ENGINEER, THE DEVELOPER IS
RESPONSIBLE AS A MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE
AND MAY BE REQUIRED TO RECONSTRUCT EXISTING PAVEMENT,
INCLUDING BASE, AND MATCHING OVERLAY REQUIRED TO MEET THE
STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX.
15. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY
INSTALLED WITHIN PARKWAYS ON LOCAL RESIDENTIAL STREETS WI
SEPARATE LANDSCAPE PLANS. ALL OTHER TYPES OF LANDSCAPING IN
THESE AREAS, AND ALL LANDSCAPING ON ALL OTHER STREETS SHALL
REQUIRE SEPARATE LANDSCAPE PLANS. ALL LANDSCAPING
ENCROACHMENTS SHALL CONFORM TO RIVERSIDE COUNTY "STANDARDS
RELATING TO THE ADMINISTRATION OF LANDSCAPE ENCROACHMENTS"
DATED JANUARY 1989.
16. PURSUANT TO THE CITY OF TEMECULA ORDINANCE NO. 90-12, THE
DEVELOPER SHALL INSTALL ALL REQUIRED CABLE TV FACILITIES.
17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT
RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILI
FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING
CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS
SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW
AND APPROVAL.
F419H '
OTE
FLOOR
3' MZV
1 .
/
THE UNIFORM BUILDING CODE.
W
CHAPTER 70. AS AMENDED BY
ROY, M/1,�►
w+
IND ELEVR77off
SHALE SLOPE SHALL BE =1x.
BE PERMITTED.
DRAINAGE SWALES SHALL BEA MINIMUM
SECTION
ALL PROPERTY CORNERS SHALLCLEARLY
a
FROM THE TOP OF CUT OR FILL
PRIOR TO CMAENICEMENT OF AICUL-A
NO SCALE
23.
3.
MAXIMUM CUT AND FILL SLOPE
Underground Service Alert
Cal � TOLL FREE
PROVIDE 5' WIDE BY 1' HIGH
1 -Soo
APPROVAL OF THESE PLANS 8Y 1HE
422-4133
IGH.
r111ro woRICINI3 DAYs /EFow ym an
ALL GRADING SHALL BE DONE
10 y_AW�
7-92
GRADING
ON.
THE
OR
TED
OR
NS)
5�(ALL
TEN
BE
TROUT
TY
OTE
20.
1 .
ALL GRADING SHALL CONFORM T
THE UNIFORM BUILDING CODE.
NOT LESS THAN 1/2" PER FOOT
CHAPTER 70. AS AMENDED BY
INANCES 457.
2.
MINIMUM BUILDING PAD AND DRAINAGE
SHALE SLOPE SHALL BE =1x.
BE PERMITTED.
DRAINAGE SWALES SHALL BEA MINIMUM
OF 0.2' DEEP AND BE
ALL PROPERTY CORNERS SHALLCLEARLY
CONSTRUCTED A MINIMUM OF 2'
FROM THE TOP OF CUT OR FILL
PRIOR TO CMAENICEMENT OF AICUL-A
SLOPES.
23.
3.
MAXIMUM CUT AND FILL SLOPE
2:1.
4.
PROVIDE 5' WIDE BY 1' HIGH
OR EQUIVALENT ALONG THE TOP
APPROVAL OF THESE PLANS 8Y 1HE
OF ALL FILL SLOPES OVER 5'
IGH.
5.
ALL GRADING SHALL BE DONE
THE SUPERVISION OF A COMPETENT
FOR THE CORRECTION OF ERROR
SOILS ENG I NEER WHO SHALL
T I FY THAT ALL FILL HAS BEEN
CONSTRUCTION. UPON REQUEST
PROPERLY PLACED AND WHO SHA
SUBMIT A FINAL COMPACTION REPORT
SHALL BE PROMPTLY SUBMITTED
FOR ALL FILLS OVER 1' DEEP.
S
ADD SECT/ONS ''F"
6.
A REGISTERED CIVIL ENGINEER
SHALL SUBMIT TO THE CITY OF
SEAL ,
TEMECULA'S ENGINEERING DEPARTMENT
WRITTEN CERTIFICATION OF
COMPLETION OF ROUGH GRADING
IN ACCORDANCE WITH THE APPROVED
GRADING PLAN PRIOR TO ISSUANCEOF
THE BUILDING PERMIT.
CERTIFICATION SHALL 13E TO LINE,
(MADE, ELEVATION AND LOCATION
OF GUT FILL SLOPES.
7.
PROVIDE A BROW DITCH, DESIGNEDTO
HANDLE 100 YR. Q STORM
FLOWS, ALONG TOP CUT OF SLOPE.
8.
FINAL COMPACTION REPORT WI
BE REQUIRED FOR ALL FILLS GREATER
THAN ONE FOOT.
ND
9.
ALL GRADING SHALL BE DONE
ORMANCE WITH RECOMMENDATIONS
OF THE PRELIMINARY SOILS IATION
BY GEOSOILS. INC.
DATED MARCH 6, 1TWO
SETS OF THE F I NAL
COMPACTION REPORT SHALL BETED
TO THE ENGINEERING
tATTION
DEPARTMENT WHICH SHALL INCUNDATION
DESIGN
RECOMMENDATIONS AND CERTIF
THAT GRADING HAS BEEN DONE
IN CONFORMANCE WITH THE REATIONS
OF THE PRELIMINARY
SOILS REPORT.
10.
THE CONTRACTOR SHALL NOTIFY
THE: ENGINEERING DEPARTMENT AT
LS
LEAST 24 HOURS IN ADVANCE
QUESTING FINISH LOT GRADE AND
DRAINAGE INSPECTION. THIS INSPECTION
MUST BE APPROVED PRIOR
TO BUILDING PERMIT FINAL i
ECTION FOR EACH LOT.
PHONE: (714) 694-6
11.
CUT SLOPES EQUAL TO OR GREA
THAN 5' IN VERTICAL HEIGHT AND
7.
FILL SLOPES EQUAL TO OR GRE
TER THAN 3' IN VERTICAL HEIGHT
SHALL BE PLANTED WITH GRASS
OR GROUND COVER TO PROTECT THE
SLOPE FROM EROSION AND INST
BILITY IN ACCORDANCE WITH
ORDINANCE NO. 457 PRIOR TO
APPROVAL OF FINAL INSPECTION.
12.
NO FILL SHALL BE PLACED ON
ISTINC GROUND LINT IL THE GROUND
HAS BEEN CLEARED OF WEEDS,
IS, TOPSOIL, AND OTHER
DELETERIOUS MATERIAL.
13.
IF STEEP SLOPING TERRAIN OC
UPON WHICH FILL IS TO BE
PLACED, I T MUST BE CLEARED ,
KEYED, AND BENCHED I NTO F I RM
NATURAL SOIL FOR FULL SUPE
T. PREPARATION SHALL BE APPROVED
BY A REGISTERED ENGINEER PRIOR
TO PLACEMENT OF FILL MATERIAL.
14.
DURING ROUGH GRADING OPERATIONS
AND PRIOR TO CONSTRUCTION OF
PERMANENT DRAINAGE STRUCTURES
TEMPORARY DRAINAGE CONTROL
SHOULD BE PROVIDED TO PREVENT
PONDING WATER AND DAMAGE TO
ADJACENT PROPERTIES.
15.
DUST SHALL BE CONTROLLED BY
WATERING OR OTHER APPROVED
METHODS.
16.
ALL EXISTING DRAINAGE COURSI
S ON THE PROJECT SITE MUST
CONTINUE TO FUNCTION, ESPEC
ALLY DURING STORM CONDITIONS.
PROTECTIVE MEASURES AND TEk#ORARY
DRAINAGE PROVISIONS MUST BE
USED TO PROTECT ADJOINING PROPERTIES
DURING GRADING
OPERATIONS.
17.
STABILITY CALCULATIONS WITH
A FACTOR OF AT LEAST ONE AND FIVE -
TENTHS (1.5) SHALL BE SUBM11TED
BY A SOILS ENGINEER TO THE
ENGINEERING DEPARTMENT FOR
T AND FILL SLOPES OVER 30' IN
VERTICAL HEIGHT.
18.
A REGISTERED CIVIL ENGINEER
OR LICENSED LAND SURVEYOR SHALL
SUBMIT CERTIFICATION OF BU L
D ING PAD ELEVATION. WHERE
SPECIFIC ELEVATIONS ARE REOLIRED,
THE ELEVATION (WITH RESPECT
TO MEAN SEA LEVEL) SHALL BE
GIVEN. IF AN ELEVATION WITH
RESPECT TO ADJACENT GROUND
ACE IS REQUIRED, THE ACTUAL
DISTANCE ABOVE THE ADJACENT
GROUND SHALL BE GIVEN.
19.
EROSION CONTROL• ALL GRADEE
SLOPES SHALL BE PLANTED WITH
ROSEA ICE PLANT AT 12" ON CVTERS
OR ANOTHER APPROVED GROUND
COVER. SLOPES OVER 15' IN VERTICAL
HEIGHT, IN ADDITION TO
GROUND COVER, SHALL BE PLA
WITH APPROVED TREES, SHRUBS,
OR COMBINATION THEREOF.
UBS SHALL BE PLANTED AT 10' ON
CENTERS; TREES, 20' ON
; COMBINATIONS, 15' ON (ENTERS.
SLOPES OVER 4' IN VERTICAL HEIGHT
SHALL HAVE PERMANENT
/AD ELEVATIalf IRRIGATION SYSTEMS WITH BA OW PREVENTION DEVICES PER
The pOwte eno*mw sfphg these pkns Am reepensble for awurbg theareuroey
and oceeptabOlty of the desl9n hers►. An the event of �Serepanelee aNs/ng o DATE BY MARK
city apprvvd or 4w*g conefteflon, the prfvate w7ghow andl be responw m
for doterm/nbrp on acceptable scfutlon and revb*g the plans for approval by ENGINEER
Me elty DESIGNED BY
REVISIONS
DRAWN BY
CHECKED B
DATE
APPR. DATE CHECKED BY
CITY
DATE
CALTRANS CONSTRUCTION NOTES
1. AN ENCROACHMENT PERMIT IS REQUIRED BEFORE ANY WORK MAY BEGIN
IN OR NEAR THE STATE RIGHT OF WAY.
2. ALL WORK WITHIN THE STATE RIGHT OF WAY SHALL CONFORM TO THE
LATEST STATE STANDARD PLANS AND, SPECIFICATIONS OR AS DIRECTED
BY THE STATE'S REPRESENTATIVE. (STANDARDS OTHER THAN STATE
MUST BE PRE -APPROVED AND JUSTIFIED).
3. NO EQUIPMENT OR MATERIALS MAY BE STORED ON THE STATE RIGHT OF
WAY.
4. ALL DISTURBED AREAS IN THE STATE RICHT OF WAY MUST BE TREATED
FOR EROSION CONTROL (HYDROSEEDING OR EQUIVALENT, OR AS
DIRECTED BY THE STATE'S REPRESENTATIVE). THE RESPONSIBILITY
FOR MAINTAINING EROSION CONTROL WILL NOT BE RELEASED UNTIL THE
SEEDING IS WELL ESTABLISHED. THE CONTRACTOR WILL BE
RESPONSIBLE FOR THE COST OF CALTRANS CLEANING ANY DRAINAGE
STRUCTURES/CHANNELS WHICH HAVE 13ECOME CLUTTERED WITH DEBRIS
AND/OR SILT AS A RESULT OF, OR CAUSED BY, THE CONSTRUCTION
PROJECT.
5. THE STRUCTURAL SECTION SHOWN WITHIN THE STATE RIGHT OF WAY 1S
FOR ESTIMATING PURPOSES ONLY. THE ACTUAL SECTION WILL BE
DESIGNED BY A SOIL ENGINEER AFTER NATIVE SOIL TESTING HAS BEEN
COMPLETED. A TRAFFIC INDEX (TI) OF 11.5 SHALL BE USED IN THE
DESIGN OF THE TRAVELLED WAY. AND A TI OF 7.0 SHALL BE USED FOR
THE SHOULDER DESIGN. THE LABORATORY REPORTS AND THE DESIGN
CALCULATIONS SHALL BE SUBMITTED TO THE STATE'S REPRESENTATIVE
FOR APPROVAL PRIOR TO CONSTRUCTION OF THE STRUCTURAL SECTION.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ANY.
STATE DRAINAGE FACILITY WHICH IS CONNECTED TO OR DIRECTLY
AFFECTED BY CONTRACTORS OPERATION SHALL BE CLEAN AND
OPERATIONAL PRIOR TO FINAL ACCEPTANCE OF THE PERMIT WORK BY
STATE. ADEQUATE CLEAN -GUTS AND ACCESS OPENINGS SHALL BE
PROVIDED IN ANY CONSTRUCTION WITHIN THE STATE'S RIGHT OF WAY
FOR FUTURE MAINTENANCE AND REPAIR WORK AS NEEDED. THIS WORK
SHALL BE FURNISHED AT NO COST TO THE STATE.
7. WHERE SURVEY MONUMENTS EXIST, SUCH MONUMENTS SHALL BE
PROTECTED OR SHALL BE REFERENCED AND RESET PURSUANT TO
BUSINESS AND PROFESSIONS CODE, SECTIONS 8700 TO 8805 (LAND
SURVEYOR'S ACT).
8. THE PAVEMENT MUST BE SAW -CUT 2' FROM THE EDGE OF PAVEMENT.
THE SAW -CUTS MUST BE PERPENDICULAR OR PARALLEL TO THE STATE
HIGHWAY CENTERLINE.
9. ALL SIGNS. ROADSIDE MARKERS, ELECTROLIERS, ETC., SHALL BE
PROTECTED AND/OR REPLACED IN-KIND ACCORDING TO THE CURRENT
STATE STANDARD PLANS AND THE CURRENT TRAFFIC MANUAL, AT NO
COST TO THE STATE.
10. ALL CONFLICTING SIGNS SHALL BE EITHER REMOVED OR RELOCATED BY
THE CONTRACTOR. RELOCATABLE SIGNS SHALL BE INSTALLED AS
SPECIFIED ON PLANS OR AS DETERMINED IN THE FIELD BY THE
STATE'S REPRESENTATIVE.
11. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT MOWN ON
THE PLANS SHALL BE REMOVED FROM THE PAVEMENT BY SANDBLASTING
BY THE CONTRACTOR.
12. ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE IN
CONFORMANCE WITH THE CURRENT EDITION OF THE TRAFFIC MANUAL,
PUBLISHED BY THE STATE OF CALIFORNIA, DEPARTMENT OF
TRANSPORTATION, AND SPECIAL PROVISIONS. ALL PAVEMENT MARKINGS
SHALL BE THERMOPLASTIC UNLESS OTHERWISE NOTED ON THE PLANS.
13. THE EXACT LOCATION OF ALL SIGNS SHALL BE DETERMINED IN THE
FIELD BY THE STATE'S REPRESENTATIVE.
14. ALL STATE DRAINAGE STRUCTURES MUST FIRST BE COMPLETELY CLEANED
OF DEBRIS AND/OR SILT BY THE CONTRACTOR PRIOR TO MAKING THE
CONNECTION.
/NATURAL sROUAAP
raz
NO SCALE
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I 3'M/N. t11Vf!'1i
u►
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TYPICAL LOT GRADING PRO ELSV#Mlf
SCALE .- / = 20' F
� SECTION 1
NO SCALE
SE ` ti L4 /O,V APPROVED BY ATE �a 2 CR08BY Engineers Planners Surveyors
MEAD 5650 El Camino Reel, Suite 200
DOUGLAS M. S ART,DEM'ryCITYEN6INER�cOCTWrcuu
5 Carlsbad, California 92008
ar Ia 30958 R.C.E. mo. . T _
Exp. 3-31-92 PREPARED UNDER THE SUPERVISION OF. DATE L11919 I & ABSOCIATZ18 (619) 438 - 1210
srgl CIVIL ����' SCALE BENCHMARK T - 2 - 81 ELEV. a 1052.514
f pF CAALEXANDER W. URQUHART DATE 6�j�/,g/ SEE DESCRIPTION ON SHEET NO. 1
R.C.E. N0. 30958 pp_ DATE 3--31-92
�'F/JV/S�1 FLADR
- r 0.50
D E[EVAT/ON
TRACT NO. 26861 - 1
CITY OF TEMECULA
PLOT PLAN
PRECISE GRADING PLAN
NOTES & DETAILS
W.O.
SHEET NO.
2
OF _5.L_.
FILE NO.
U.P.C.; CHAPTER 10.R.
20.
FINISH GRADE SHALL BE SLOPEI
AWAY FROM ALL EXTERIOR WALLS AT
NOT LESS THAN 1/2" PER FOOT
FOR A MINIMUM OF 3 FEET.
21.
NO OBSTRUCTION OF FLOOD PLAINS
OR NATURAL WATER COURSES SHALL
BE PERMITTED.
22.
ALL PROPERTY CORNERS SHALLCLEARLY
DEL I NEATED I N THE F I E LD
PRIOR TO CMAENICEMENT OF AICUL-A
CONSTRUCTION/GRADING.
23.
PURSUANT TO THE CITY OF
ORDINANCE NO. 90-12, THE
DEVELOPER SHALL INSTALL ALL
REQUIRED CABLE TV FACILITIES.
24.
APPROVAL OF THESE PLANS 8Y 1HE
CITY OR ITS AGENTS DOES NOT
RELIEVE THE APPLICANT AND HS
ENGINEER FROM THE RESPONSIBILITY
FOR THE CORRECTION OF ERROR
OR OMISSIONS DISCOVERED DURING
CONSTRUCTION. UPON REQUEST
THE APPROPRIATE PLAN REVISIONS
SHALL BE PROMPTLY SUBMITTED
TO THE CITY ENGINEER FOR REVIEW
AND APPROVAL.
ADD SECT/ONS ''F"
G' z i 1,31
111
RECOMMENDED FOR
APPROVAL
SEAL ,
REVISIONS
DRAWN BY
CHECKED B
DATE
APPR. DATE CHECKED BY
CITY
DATE
CALTRANS CONSTRUCTION NOTES
1. AN ENCROACHMENT PERMIT IS REQUIRED BEFORE ANY WORK MAY BEGIN
IN OR NEAR THE STATE RIGHT OF WAY.
2. ALL WORK WITHIN THE STATE RIGHT OF WAY SHALL CONFORM TO THE
LATEST STATE STANDARD PLANS AND, SPECIFICATIONS OR AS DIRECTED
BY THE STATE'S REPRESENTATIVE. (STANDARDS OTHER THAN STATE
MUST BE PRE -APPROVED AND JUSTIFIED).
3. NO EQUIPMENT OR MATERIALS MAY BE STORED ON THE STATE RIGHT OF
WAY.
4. ALL DISTURBED AREAS IN THE STATE RICHT OF WAY MUST BE TREATED
FOR EROSION CONTROL (HYDROSEEDING OR EQUIVALENT, OR AS
DIRECTED BY THE STATE'S REPRESENTATIVE). THE RESPONSIBILITY
FOR MAINTAINING EROSION CONTROL WILL NOT BE RELEASED UNTIL THE
SEEDING IS WELL ESTABLISHED. THE CONTRACTOR WILL BE
RESPONSIBLE FOR THE COST OF CALTRANS CLEANING ANY DRAINAGE
STRUCTURES/CHANNELS WHICH HAVE 13ECOME CLUTTERED WITH DEBRIS
AND/OR SILT AS A RESULT OF, OR CAUSED BY, THE CONSTRUCTION
PROJECT.
5. THE STRUCTURAL SECTION SHOWN WITHIN THE STATE RIGHT OF WAY 1S
FOR ESTIMATING PURPOSES ONLY. THE ACTUAL SECTION WILL BE
DESIGNED BY A SOIL ENGINEER AFTER NATIVE SOIL TESTING HAS BEEN
COMPLETED. A TRAFFIC INDEX (TI) OF 11.5 SHALL BE USED IN THE
DESIGN OF THE TRAVELLED WAY. AND A TI OF 7.0 SHALL BE USED FOR
THE SHOULDER DESIGN. THE LABORATORY REPORTS AND THE DESIGN
CALCULATIONS SHALL BE SUBMITTED TO THE STATE'S REPRESENTATIVE
FOR APPROVAL PRIOR TO CONSTRUCTION OF THE STRUCTURAL SECTION.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ANY.
STATE DRAINAGE FACILITY WHICH IS CONNECTED TO OR DIRECTLY
AFFECTED BY CONTRACTORS OPERATION SHALL BE CLEAN AND
OPERATIONAL PRIOR TO FINAL ACCEPTANCE OF THE PERMIT WORK BY
STATE. ADEQUATE CLEAN -GUTS AND ACCESS OPENINGS SHALL BE
PROVIDED IN ANY CONSTRUCTION WITHIN THE STATE'S RIGHT OF WAY
FOR FUTURE MAINTENANCE AND REPAIR WORK AS NEEDED. THIS WORK
SHALL BE FURNISHED AT NO COST TO THE STATE.
7. WHERE SURVEY MONUMENTS EXIST, SUCH MONUMENTS SHALL BE
PROTECTED OR SHALL BE REFERENCED AND RESET PURSUANT TO
BUSINESS AND PROFESSIONS CODE, SECTIONS 8700 TO 8805 (LAND
SURVEYOR'S ACT).
8. THE PAVEMENT MUST BE SAW -CUT 2' FROM THE EDGE OF PAVEMENT.
THE SAW -CUTS MUST BE PERPENDICULAR OR PARALLEL TO THE STATE
HIGHWAY CENTERLINE.
9. ALL SIGNS. ROADSIDE MARKERS, ELECTROLIERS, ETC., SHALL BE
PROTECTED AND/OR REPLACED IN-KIND ACCORDING TO THE CURRENT
STATE STANDARD PLANS AND THE CURRENT TRAFFIC MANUAL, AT NO
COST TO THE STATE.
10. ALL CONFLICTING SIGNS SHALL BE EITHER REMOVED OR RELOCATED BY
THE CONTRACTOR. RELOCATABLE SIGNS SHALL BE INSTALLED AS
SPECIFIED ON PLANS OR AS DETERMINED IN THE FIELD BY THE
STATE'S REPRESENTATIVE.
11. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT MOWN ON
THE PLANS SHALL BE REMOVED FROM THE PAVEMENT BY SANDBLASTING
BY THE CONTRACTOR.
12. ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE IN
CONFORMANCE WITH THE CURRENT EDITION OF THE TRAFFIC MANUAL,
PUBLISHED BY THE STATE OF CALIFORNIA, DEPARTMENT OF
TRANSPORTATION, AND SPECIAL PROVISIONS. ALL PAVEMENT MARKINGS
SHALL BE THERMOPLASTIC UNLESS OTHERWISE NOTED ON THE PLANS.
13. THE EXACT LOCATION OF ALL SIGNS SHALL BE DETERMINED IN THE
FIELD BY THE STATE'S REPRESENTATIVE.
14. ALL STATE DRAINAGE STRUCTURES MUST FIRST BE COMPLETELY CLEANED
OF DEBRIS AND/OR SILT BY THE CONTRACTOR PRIOR TO MAKING THE
CONNECTION.
/NATURAL sROUAAP
raz
NO SCALE
jZW0P 1A1PRDYEA,/ENT'S AWA:' 72e4Cr 23267
1.
O9CM' 1
SECTION �J
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4VX •W!
1
S�
NO SCALE
rs•-o SECTION d
s�9,0~ NO SCA L E
--� 41R 1
rT
PAD 4 52.5 r
FF 453.0 41 h
` k
%I //V. P.
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�5 -z
SECTION
NO SCA L E
I 3'M/N. t11Vf!'1i
u►
toy*
TYPICAL LOT GRADING PRO ELSV#Mlf
SCALE .- / = 20' F
� SECTION 1
NO SCALE
SE ` ti L4 /O,V APPROVED BY ATE �a 2 CR08BY Engineers Planners Surveyors
MEAD 5650 El Camino Reel, Suite 200
DOUGLAS M. S ART,DEM'ryCITYEN6INER�cOCTWrcuu
5 Carlsbad, California 92008
ar Ia 30958 R.C.E. mo. . T _
Exp. 3-31-92 PREPARED UNDER THE SUPERVISION OF. DATE L11919 I & ABSOCIATZ18 (619) 438 - 1210
srgl CIVIL ����' SCALE BENCHMARK T - 2 - 81 ELEV. a 1052.514
f pF CAALEXANDER W. URQUHART DATE 6�j�/,g/ SEE DESCRIPTION ON SHEET NO. 1
R.C.E. N0. 30958 pp_ DATE 3--31-92
�'F/JV/S�1 FLADR
- r 0.50
D E[EVAT/ON
TRACT NO. 26861 - 1
CITY OF TEMECULA
PLOT PLAN
PRECISE GRADING PLAN
NOTES & DETAILS
W.O.
SHEET NO.
2
OF _5.L_.
FILE NO.
J
m
®l
0
Underground Service Alert
Call• TOLL FREE
I-800
422-4133
TM WMK111s QAT8 8EMM YM DIS
The prtveto engineer sip" vg these plan Is rwqpensi 4@ /or asaff Q the eeeurecy
and occsptabAity of the design herven. lin the event of dlscreponehn oris/n9 oR DATE I BY I MARK
dty opprovei or dYrnhg construction. the prlrete engineer andl be reapensible
Icor determIOrkV an oceeptoble soh.thnn and revising the plans lir opprovd by ENGINEER
the cltyc DESIGNED BY
. — Now
RECOMMENDED FOR SEAL my
APPROVAL
DATE
APPR. DATE CHECKED BY
REVISIONS CITY
DRAWN BY CHECKED BY DATE
.co
co
4T0
Ila. 309'58
EIM 3-31-92
III.CIVIL-I
CHANNEL DATA
O N0. DELTA/BRG. RADIUS ILENGTH
Q A N09 57'JO'W It
ry
z
APPROVED BY
1
CRO13BY
Engineers ■ Planners Surveyors
IdE D
5650 El Camino Rent Suite 200
DOUGLAS M. STEW #, DEPUTY CITY ENGINEER,
37254
CITY OF TEMECULA
6-30-92
B E N T O N
Carlsbad, California 92008
R.C.E. NO EXP.
DATE
PREPARED THE
DATE y�l�g1_
& Ae80CIATE
619) 438 - 1210
SCALE 1"= 2O'
BENCHMARK T - 2 - 81 ELEV. - 1052.514
ALEXANDER W. URQUHA T
SEE DESCRIPTION ON SHEET NO. 1
DATE
o r r we 30958 mm
Curr 3-31-92
•t �.�• et n�IT.�
F
41
M
i
TANGENT
CX VAI2EL
0 .20 40 60 00
SCALE: 1" - 20'
TRACT NO. 26861 — 1
CITY OF TEMECULA
OFFSITE
STORM DRAIN CHANNEL
FOR I W.O.
SHEET N0.
or .-fi- SK
FILE NO.