HomeMy WebLinkAboutTract Map 30088 Lot 27,39-41 Precise Grading GRADING NOTES Traict No . 30088
1 . ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING
CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99--23.
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGE Model se
SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM 16
OF 2' FROM THE TOP OF CUT OR FILL SLOPES.
3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . recise r ding n
4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
FILL SLOPES OVER 5' HIGH.
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5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT InCityofer� ecu 7
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY 15
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
OVER 1 ' DEEP.
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA LEGEND �, C)
ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH 0000.00
GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO TOP OF CURB ,
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ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE,
GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. FLOW LINE �L !� ,�` SOI^
7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG
HIGH POINT
TOP OF CUT SLOPES.
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN FINISHED GRADE FG � % '
ONE FOOT.
..
F I N I SHED SURFACE FS -,�" ► �
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF C
THE PRELIMINARY SOILS INVESTIGATION BY: LEIGHTON AND ASSOCIATES GARAGE FLOOR GF 0000.0 ! �°
DATED AUGUST 15, 2001 .
TWO SETS OF THE FINAL COMPACTION (REPORT SHALL BE SUBMITTED TO THE PAD ELEVATION PE 0000.0 ` VICINITY MAP
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- NOT TO SCALE
MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM-
ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. ! O
10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING WATER SERVICE --- ` o
DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE �. HIGH POINT
REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- SEWER SERVICE S �� ` PAD ELEV. �. MIN.
� A
TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR \ �3
EACH LOT. DRIVEWAY pt �•• R
ac .� z z
11 . CUT SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT AND FILL
z z
SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL SLOPE
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BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE
FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT LOT NUMBER � � a I t0 t0 �p I
0 � I r7I
CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. �.
VARIES B AR I S*** B C V R I S C I
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS UNI T TYPE/ELEVATION I ,}�,k,� �) * VAR I ES
MW Iff I
BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS A
MATERIAL. ASTO LAC � I PA I
INVERT ELEVATION IE4.
I PAD D I
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN * i, z FF 2i z FF z
MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. BACKWATER VALVES BW Q �� I e M I
PREPARATION SHALL BE APPROVED BY A REGISTERED CIVIL ENGINEER PRIOR TO PLACEMENT �O o , 49
OF FILL MATERIAL. ��'� ' ' oI I
ENHANCED ELEVATION TYPE EH
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF ,f r f �j a I z z
r H H
PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL AMOUNT OF EXTRA DEPTH X �r ° '' } I z o ' ao� o I
SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO FOOTING REQUIRED O I o 1px
ADJACENT PROPERTIES.
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED EXTRA DEPTH FOOTING
f R W
BY THE DIRECTOR OF PUBLIC WORKS.
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16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE -... 42 pt + TYPICAL SIDE YARD DRAINAGE
TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE ° cc * DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY
MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO 3� WHERE: 18' MIN TO GARAGE DOOR AND 10' MIN TO BUILDING.
PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. �� 3 3 DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE
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17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE TENTHS ( 1 .5) �� CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE.
3 -��� VARIABLE SIDE YARD SETBACKS MAY BE PERMITTED PROVIDED
SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT �y�
AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. THE SUM OF THE SIDE YARD SETBACKS IS NOT LESS THAN
lie 10 FEET AND THE DISTANCE BETWEEN ADJACENT STRUCTURES
18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING IS NOT LESS THAN 10 FEET. FOR FRONT LOADED CONDITIONS A
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- MINIMUM OF FIVE-FOOT SETBACK AREA, FREE OF ARCHITECTURAL
TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- ENCROACHMENTS SHALL BE MAINTAINED ON AT LEAST ONE SIDE.
TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL
DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE
PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES I R
OVER 15IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE VARIES *** VARIES *** "
PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS 6 MIN. fi MIN.
SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS, 3' MIN. 1 ' 1 ' 3' MIN.
.., /
15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT CONSTRUCTION NO TES & QUANTITY ESTIMATE SCALE: 1 " = 100 ' MUDS I LL ` M I N. MIN. MUDS I LL
IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER
10.R. NO. ITEM QUANTITY UNIT '
'�'r LOTS INCLUDED " FG FG
� fi MIN. . ..
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LOT GRADING (4 LOTS x 50 C.Y.) 200 CY MUDS I LL
LESS THAN 4 1 . ••
/ �� PER FOOT FOR A MINIMUM OF 3 FEET � CONSTRUCT 3" A.C. OVER NATIVE SOIL 3,635 SF I N GARAGE AREAS
GARAGE FLOOR SILL IS 6" MIN 12" MIN. 12" MIN.
21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. PAINT 4" SOLID WHITE PARKING LANE 76 LF ABOVE GARAGE
E
42' 47.5' 45.5' - -•= FLOOR SLAB 2% MIN. " TYP. 2% MIN. CL
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR PAINT SOLID BLUE HAND I CAP PARKING SYMBOL 1 EA r 2: 1 MAX MAX.
TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 1 2 3 21% MAX. MIN. 21% MAX. N
O INSTALL WHEEL STOPS 9 EA _ B e GARAGE DETAIL
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE _ _ SECTION B C)
THE APPLICANT AND H I S ENGINEER FROM THE RESPONSIBILITY FOR THE COR- PAINT PAINT 4" SOLID BLUE HAND I CAP STRIPE O 2' O.C. 171 SF Co LO °00
RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON Q; 0 *** SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES �
RTO THE CITY ENGINEER FOR REVIEW AND APPROVAL. m
EQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED 07 INSTALL 2"x4" REDWOOD HEADER 268 LF
CONSTRUCT CONCRETE SIDEWALK (2x MAX. CROSS-SLOPE) 497 SF ° ° •
• VARIES*** P/L
c�
9 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON SHEET 2 2 EA 3' MIN. 1 '
10
INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENT 2 EA TYPICAL FOOTPRINT 12 MIN. ABOVE PAD ELEV. MUDS I LL MIN. s" MIN. 0
a INSTALL 3" PVC SCHEDULE 40 28 LF SCALE: 1 " = 40 ' ROUND OFF TOP FG LO
12 INSTALL ADA APPROVED HANDRAILS 37 LF P/L 5, EXTRA DEPTH ;. w
FOOTING
Q 13
INSTALL RAMP WITH INTERMEDIATE SWITCH BACK PLATFORM PER ADA STANDARDS. 1 EA =PAD ELEV-FG
WHERE NECESSARY 2: 1 MAX. �
UNDERGROUND SERVICE SOURCE OF TO GRA OWN R / DEVELOPER
p
ALERT
PLANNING ■ DE91pN ■ CONSTRUCTION BASIS OF BEA RING NOTE
12" MIN. fi" MIN. 0
ANALYTICAL PHOTOGRAMMETRIC SURVEYS, INC. LENNAR COMMUNITIES 2% MIN. a
647 N. MAIN STREET, SUITE 1A THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42 51 '35" WEST �+
CALL TOLL FREE 27555 YNEZ ROAD,SWE 4W RIVERSIDE, CA. 92501 391 N. MAIN ST. , SUITE 301 FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN SECTION A-A 21 MAX• SECTION C-C
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� � � ���,cAUFOFr�rA 97W-�� CORONA, CA 92880
1-800-422-4133 CONSULTING 909.676.8042 - FAx x.678.7240 - www.ReF-�, (909) 686-5103 - ON A MAP OF TRACT N0. 29286, MB 298/86-89. FOR REAR YARD SLOPES GREATER *** SEE TYPICAL S IDE YARD DRAINAGE DETAIL NOTES LD - 4Z
DATE OF PHOTOGRAPHY 8/5/98 (909)817 3600 O� O G R
THAN 5 IN VERTICAL HEIGHT LD02-185GR
TWO WORKING DAYS BEFORE YOU DIG
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK aO��SSIO DESIGNED BY DRAWN BY CHECKED BY Drawing No. o
SCALE �'�! BOECK M. BOECK M. TYLMAN RECOMMENDED BY: ! DATE. 3 /g CITY 0 TEMECULA DEPARTMENT OF PUBLIC I C WORKS 0
2/18/03 RBF 1 ADDED TEMP. SALES TRAILER TO PARKING 3� 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN ��� �N C. yf �� / - - 81-1
Contractor
LOT. CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL ,�4+ Plans Pr par Under The Supervision Of Q
COUNTY BENCH MARK T-46-81 RESET 1997" z ACCEPTED BY: DATE: 3 r v '-S T PRECISE GRAD I NG PLAN o
EASTERLY OF THE CENTERLINE OF SR-79 AT AS NOTED + No.63494 ^� DEPUTY D I RECTOR OF PUBLIC WORKS c� O
Inspector THE SOUTHEASTERLY CORNER OF THE BRIDGE '" Date: _OVER SANTA GERTRUDES CREEK; 4.5' ' ����� H K RONALD J. PARKS TRACT 30088
MATTHEW C HICKS
NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL Jf, CIV�� ti
� _ w MODELS � Q
Date Completed e t e d CONCRETE SIDEWALK. �lF �� R.C.E. No. 63494 Exp i res 9-30-06 R.C.E. No. 19744 Exp i res 9-30-05 -
p _ 1 '''r 1�; HUDSON COURT , LOTS 39-41 SHEET 1 OF 2
ELEVATION - 1097.163' N/A of C kv