HomeMy WebLinkAboutLot 4-6, 23-26 - Precise Grading G P LA GENERAL NOTES:
PRECISE PLOT AND G R AD -W h. 1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, AS AMENDED BY
ORDINANCE 93-04.
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%. DRAINAGE
TRACT .01NA. 0 a 23371 7 SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2'
FROM THE TOP OF CUT OR FILL SLOPES.
3. MAXIMUM CUT AND FILL SLOPE = 24.
4. PROVIDE 5' WIDE BY V HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL
SLOPES OVER 5' HIGH.
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS
W. D. LEGEND WHOENGINEER SHALL SUBMIT ITLA FINALFY THAT ALL FILL COMPACT ON REPORTAF❑REEN ALLPROPERLY PLACED
E •
FILLS OVERTDEEP
M . �
Z Cn T.W. INDICATES TOP OF RETAINING WALL ELEV. 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE PUBLIC WORKS DEPARTMENT
WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH
INDICATES EXISTING RETAINING WALL
THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTI-
C T.C. _ _ INDICATES THEORETICAL TOP OF CURB FICATI❑N SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT AND FILL
Q S
70 11 7 + AT DRIVEWAY APRON SLOPES.
z .�r .�+
Q- '9 7Q 7 2 �3 �. 7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YEAR Q STORM DRAIN FLOWS,
70ALONG TOP CUT OF SLOPE.
• � � ��� __
�� INDICATES RETAINING WALL S. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GRATER THAN ONE
40FOOT.
DRIVE X INDICATES FINISH GRADE
_� __ 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE
HILLSINDICATES DRAINAGE SWALE PRELIMINARY SOILS INVESTIGATION BY LEIGHTON AND ASSOCIATES DATED MAY
13,1998. TWO SETS OF THE FINAL COMPACTION REPORT SHALL INCLUDE FOUNDATION
7H.P. _ _,.._ INDICATES HIGH POINT ❑F SWALE DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN
5zQ C.B. CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY S❑ILS REPORT.
INDICATES CATCH BASIN ,
2� 2O10. THE CONTRACTOR SHALL NOTIFY THE CITY S PUBLIC WORKS DEPARTMENT AT LEAST
Q- �3 7 C.O. 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION,
S THIS INSPECTI❑N MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION
INDICATES CLEANOUT FOR EACH LOT. PHONE (909) 694-6411.
3' PVC 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL
-, INDICATES PVC DRAIN PIPE SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE PLANTED
�j WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND INSTA-
4Z2BILITY IN ACCORDANCE CITY DEVELOPMENT CODE, SECTION 17.06 PRIOR TO THE
� 2 �
JOS APPROVAL OF FINAL INSPECTION.
� o 3�
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN
J CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL.
PO//Vr
WOODS COURT 13, IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST B
CLEARED, KEYED, AND BENCHED IN TO FIRM NATURAL SOIL FOR FULL SUPPORT.
PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO
S PLACEMENT OF FILL MATERIAL.
5rl 13 17 5'0 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT
DRAINAGE STRUCTURES TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO
u PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES.
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
FOR EXISTING STREET IMPROVEMENTS SEE 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNC-
S C H E D U L E 'A' OF IMPROVEMENT PLAN HONORSTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPO-
DRIVE RARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES
R.O.W. R.O.W. DURING GRADING OPERATIONS.
KEY MAP 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTH (1.5)
CL NO SCALE SHALL BE SUBMITTED BY A S❑ILS ENGINEER TO THE PUBLIC WORKS DEPARTMENT
1 FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT.
41.5'
18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTI-
' 19' 22.5' GARAGE FLS FICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE
.5 45 18' lot 181 4 2.5 REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEAL LEVEL) SHALL BE GIVEN.
STREET
OLI� a , STS IF AN ELEVATION WITH RESPECT T❑ ADJACENT GROUND SURFACE IS REQUIRED, THE
Joe it SY ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.
W
J
Q
19. EROSION CONTROL, ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE
_ ' :• r. ,'.• . PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES OVER
F.H. I W 5' 10- f 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLANTED WITH
APPROVED TREES, SHRUBS, OR C❑MBINATI❑N THEREOF. SHRUBS SHALL BE PLANTED
•� 1 1%� 6r* ► AT 10' ON CENTERS) TREES, 20' ON CENTER) COMBINATIONS, 15' ON CENTERS, SLOPES
% DEEPEN FOOTING OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH
AS REQUIRED WITH BACK FLOW PREVENTION DEVICES PER U.P.C., CHAPTER 10.r.
' ' ' 'w• : DETAIL 0 STOOP �' 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS
PROJECT SITE THAN 1/4' PER FOOT FOR A MINIMUM OF 3 FEET.
JOINT TRENCH 3 PLACE 0.25' A.C. OVER 3 JOINT TRENCH NO SCALE $
LOCATION 2 0.52' CLASS 2 A.G. BASE 2 LOCATION + 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PER--
o �' � ��► MITTED.
� LIF�NU '0
POINT WOODS COURTJ, CAp 22, ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN TIS FIELD PRIOR TO
Off COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
SOUTHERN HILLS DRIVENO lk rA �^ Ram -�
`s 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE
SCALE d APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF
REF, CITY OF TEMECULA STD. DWG. NO. 105 48 LOT NUMBER � � ERRORS OR ❑MISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE
SECTION 'A' (MODIFIED) PAD 1130.3 PAD ELEV. ,n APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGI-
I„�, IA 19 NEER FOR REVIEW AND APPROVAL.
CONSTRUC71ON NOTES 130.�OgTATE
.0 x
INDICATES A.C. PAVEMENT DRAIeNAGE SWALE 5' 5' ENGINEERS'
MIN OR NOTE
UNDERGROUND
INDICATES TYPE A-6 CURB & GUTTER OTREET MODEL 'B'� HOUSE MODEL MMBER
3 INDICATES PCC SIDEWALK � VICINITY MAP CONTRACTOR AGREES THAT HE SHALL ASSUME S[11_E AND COMPLETE RESPONSIBILITY FOR
FF=1131.3 FINISH FLOOR ELEV. JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF PROJECT, INCLUDING
X UTILITY SERVICE LOCATION NO SCALE SAFETY OF ALL PERSONS AND PROPERTY) THAT THIS REQUIREMENT SHALL APPLY CON-
180.6
ON-
�30.6 GARAGE FLOOR ELEV. TINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRAC-
�j� a GARAGE DOOR. C1 STREET a TOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS
:N n, �. FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFOR-
5' M PL PL SAY HOUSE `O �" NOTICE TO PROSPECTIVE BUYERS MANCE OF WORK ON THIS PROJECT. EXCEPTING FOR LIABILITY ARISING FROM THE SOLE
Underground Service Alert ...- E.... 1' 1' /, Tp DRY G.F. EL I, FF. ELEV. 1% 1+ITN, NEGLIGENCE OF THE OWNER OR ENGINEER.
SWALE ELEV. + lA' MIN. 7
CB ''' .r `�.'_: CB 13/. MAX. THESE PLANS ARE TECHNICAL IN NATURE AND ARE PRODUCED
:r = +� PL ELEV. 'A' <2%) i/4' PER SWALE � .� TO BE USED BY WORKMEN IN ORDER TO PERFORM THEIR WORK THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES
o Call: TOLL FREE �- FRONT FOOT MIN. PAD ELEV.-0.3' IN CONFORMITY WITH LOCAL LAWS AND GOOD ENGINEERING AND SHOWN ON THESE PLANS ARE OBTAINED BY A DILIGENT SEARCH OF AVAILABLE RE-
SETBACK CONSTRUCTION PRACTICES. THEY D❑ NOT ATTEMPT TO SHOW CORDS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO
1-wo SWALE GRADE 3'0 1% MIN,
THE EXACT L❑CATI❑N OF EVERY ITEM WITHIN THE HOUSE OR PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON
422-4133ON THE LOT, THESE PLANS AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO
SECTION "B"-"B" TYPICAL LOT SECTION "A"-"ATHESE PLANS SHOULD NOT BE RELIED UPON FOR OTHER THAN THESE LINES OR STRUCTURES.
NO SCALE NO SCALE NO SCALE THOSE PURPOSES. LD98-121CR
SUNRISE PHASE 7 A% McKin Comp(mies
TW WORKING DAYS BEFORE YOU DIG
CONSTRUCTION RECORD DATE BY REVISIONS DATE CC' BENCH MARK SCALE SEAL: Designed By Drawn By Checked By Drawing No.
Qa°r Ess, D. J.D. H.S. RECOMMENDED BY: DATE: �z CITY OF TDEPARTMENT OF PUBLIC WORKS
COUNTY OF RIVERSIDE B.M. T-29-81 �o � Y STF
Contractor: 2 1/2' MASS DISK IN CONCRETE CYLINDER, IN THE Horizontal �4.4
N.W. CORNER � THE INTERSECTION OF RANCHO � �� s Prepared Under Supervision Of
0 ACCEPTED BY: DATE: �� ��'
CALIFORNIA ROAD WITH MARGARITA ROAD, 1.0 EAST 1 - 20 N&W M �� PRECISE GRADING PLANS FOR
Date d RONALD J. PARKS DEPUTY DIRECTOR
OFA 1.0 FENCE, 40.0 NORTH OF P.P. (NO NUMBER), 6-30-02 •
Inspector: 94.0' NORTH OF THE CENTERLINE OF RAI CALI- Vertical H. STELMAR A. OF PUBLIC WORKS TEMEKU HILLS NEIGHBORHOOD #
FORMA ROAD. SET FIBERGLASS WITNESS POST 1.0'
WEST OF MONUMENT. _- ' w' �� '`' 33589 6/30/02
Date Completed: CA R.C.E. No. Expires R.C.E. No. 19744 Expires 9�30�01 LOTS 4-6 & 23-26 TRACT N❑, 23371--7 Sheet 1 of 2
ELEVATION, 1128,410 (AU 9-13-62) P
CBS W.O. 98-018 98018P71.DWG
JULY L1998
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30 -s'
,179.3 09
31 --
WnCE M MWSKCTrvE mftTn
THESE PLANS ARE TECHNICAL IN NATURE AND ARE PRODUCED
TO BE USED BY WORKMEN IN ORDER TO PERFORM THEIR WORK
Underground Service Alert IN CONFORMITY WITH LOCAL LAWS AND GOOD ENGINEERING AND
CONSTRUCTION PRACTICES. THEY D❑ NOT ATTEMPT TO SHOW
THE EXACT LOCATION OF EVERY ITEM WITHIN THE HOUSE OR
o Call: TOLL FREE
ON THE LOT.
1-4= THESE PLANS SD NOT HE RELIED UPON FOR OTI•ER THAN
422-4133 ���-��-�'��-FSR` PLANS PREPARED BYE t�IJL
McMILLIN COMPANIES CRAIG, BULTHUIS & STELMAR
V INDICATES UTILITY LOCATION THOSE PURPL7SES. LD98-121GR
2727 HOOVER AVENUE ENGINEERS - SURVEYORS - PLANNERS
NATIONAL CITY, CA 91950 2611 ADAMS AVE,, SAN DIEGO, CA 92116 *Y SUNRISE,�
-- PHASE 7 At McMillin Cmpwnes
(619) 477-4170
TWO WORKING DAYS BEFORE YOU DIG (619) 297--3974
CONSTRUCTION RECORD DATE BY REVISIONS DATE CC' BENCH MARK SEAL: Designed By Drawn By Checked By Drawing No.
SCALEOF
- PRo�FSS/ J.D. RECOMMENDED BY: DATE:.� �/ ��_ CITY DEPARTMENT OF PUBLIC WORKS
COUNTY OF RIVERSIDE B.M, T-29-81 o r�Y Sr'ZINN I
Contractor: 2 lI2' BRASS DISK IN CONCRETE CYLINDER, IN THE Horizontal �����`�" <, ��yQ� s Prepared Under Supervision Of
CALIFORNIACORNER OF THE INTERSECTION OF RANCHO W m ACCEPTED BY: DATE: PRECISE GRADING PLANS FOR
CALORNIROAD WITH MARGARITA ROAD, 1.0 EAST 1 Mr // N J. PARKS DEPUTY DIRECTOR
OF A 1.0' FENCE, 40.0' NORTH OF P.P. (NO NUMBER), 20 a d-30--0 Date � RONALD ,
Inspector: 94,0' NORTH OF THE CENTERLINE OF RANCHO CALI Vertical 4 OF PUBLIC WORKS SUNRISE PHASE 6 LOTS 4
FORNIA ROAD. SET FIBERGLASS VITNESS POST lA
J
WEST OF MONUhENT, A 1 % 33589 pi 6/30/02 19744 / / 23-26, TRACT Na 23371-7a� �,��� R.C.E. No. Ex fres 9 30 01 , Sheet 2 of 2
Date Completed: ELEVATIONS 1128.410 (ADJ. 9-13-82) N/ R.C.E. No. Expires
9801BP72-DWG W.O. NO, 98-018
AUGUST 20, 1998