HomeMy WebLinkAboutTract Map 29929-1 Lot 16-19 Precise Grading GRADING NOTES
1 . ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING Tr ct NOE 29929 1
CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23.
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGE Model
SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM Phase
OF 2' FROM THE TOP OF CUT OR FILL SLOPES. 15 215
3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . Precise GPlan
4. PROVIDE 5 WIDE BY 1 HIGH BERM OR EQUIVALENT ALONG THE TOPOF ALL
FILL SLOPES OVER 5' HIGH. City
In5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT of TemeculaState of California
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY 7
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
OVER 1 ' DEEP. 15
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA LEGEND
ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH 0000.00 SW
GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO TOP OF CURB
ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, TC
GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. TOP OF GRATE TG
7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG EDGE OF PAVEMENT EOP
TOP OF CUT SLOPES. � V
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN FLOW LINE FL S V'
ONE FOOT. V .�
HIGH POINT HP
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF Vl
THE PRELIMINARY SOILS INVESTIGATION BY: LEIGHTON AND ASSOCIATES FINISHED GRADE FG V
DATED AUGUST 15, 2001 .
COMPACTIONTWO SETS OF THE FINAL
ENGGINEERING DEPARTMENTWHIREPORT SHALL SUBMITTED TFINISHED SURFACE FS
CHSHALLINCCLLUDEFOUNDATIONDESIGGNRECOM- VICINITY M A P
MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- GARAGE FLOOR GF 0000.0 71A
ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. ` 7 NOT TO SCALE
10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING PAD ELEVATION PE 0000.0 s
7 0 ev
DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE � tS
REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- FINISHED FLOOR FF 0000.0 RC
TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR 0 /
EACH LOT. WATER SERVICE PROPERTY LINE tS
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11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SEWER SERVICE EDGE OF AVEMENT 04
-� ACCESS
SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL z z - -r t -M
I
zz -
BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE EASEMENT _s ..
FROM EROSION AND INSTABILITY I N ACCORDANCE WITH CITY DEVELOPMENT DRIVEWAY - - s e
ODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. GARAGE 16'3. s'
PER �D I I GARAGE
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS SLOPE _ _ S �'� �y� AREA DRAIN R 1 '
O'O 3 TG, IE, AND IN
BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS PAD B 8 PAD
MATERIAL. LOT NUMBER 1 1 'yam S 44 LOCATION PER PLAN A Z
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAINS R� 10 FF A - FF
MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. UNIT TYPE/ELEVATION 1 �� s� ��► �� s' o
/� j 0 epos ��
PREPARATION SHALL BE APPROVED BY A REGISTERED CIVIL ENGINEER PRIOR TO PLACEMENT MI
/
OF FILL MATERIAL. �PLA PER? Z PATIO o�
INVERT ELEVATION IE j \ e,�'R �� 6" MIN. PATIO o�
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF ? RETAINING WALL z
PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL BACKWATER VALVES BW O MUDS I LL PER SEPARATE PLAN "r"
SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO IN GARAGE AREAS R/W �- K
ADJACENT PROPERTIES. ENHANCED ELEVATION TYPE- EH GARAGE FLOOR SILL IS 6" MIN PARKWAY
VORES V = T OTHERWISENOTEDNOTEDS
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED ABOVE GARAGE CURB� T
BY THE DIRECTOR OF PUBLIC WORKS. FLOOR SLAB PER PLAN
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE GARAGE DETAIL
TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE O ? / TYPICAL LOT DRAINAGE
MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO \ N.T.S.
PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGEj, / O CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE.
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE-TENTHS ( 1 .5) F�q �� �� j W
SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT T ,� A.
Q
AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. N
18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA-
TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- 16' 3' UTILITY EASEMENT
TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQU I RED,THE ACTUAL ACCESS ESMT. 5' 5'
DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 14' 2 S/W ARKWA
19. EROSION CONTROL. ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE 0
�Q�Q� P�
PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES TOP OF WALL
Q`'
OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PER PLAN
=- Q _ �� � �, �
PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS = � =
MIN. Q
SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS, SCALE: 1 " = 100' 0000 °°°° MIN
N
15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT C� P� FL P Q'�-PN
IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER E
10.R. �' ��'' 4" PVC LOTS INCLUDED FOR ALLEY CONSTRUCTION SLOPE PER PLAN
� SEE ACCESS ALLEY DETAIL
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT CONSTRUCTION NOTES do QUANTITY ESTIMATE ZE PLPN
PER
LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET.
M QUANTITY UNIT
QER 0.5X M I N Q�'P� N
21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. ��
O1 LOT GRADING (4 LOTS x 50 C.Y.) 200 CYC �
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR
TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. O INSTALL 4" P.V.C. SCHED. 40 326 LF o
VARIES
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE SECTION AA O INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUI VALENT 8 EA 2
3
CONSTRUCT PRIVATE DRAIN THROUGH CURB PER
THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- 0 N.T.S. 0
RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON 1 EA
4
REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED DETAIL ON SHEET 2 ao 0
0
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0 THE CITY ENGINEER FOR REVIEW AND APPROVAL. Q � � � N �
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PL
32' < 3' MIN
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2' R 2' COMMON o
7 CONSTRUCT 4" STAMPED CONCRETE SIDEWALK 429 SF 14' 14' DRAINAGE AREA 0
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23.67'-' i 2367 23.67'' F ' 2 S INSTALL 3" PVC SCHEDULE 40 0'
20 LFA i
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TYPICAL FOOTPRINT U_ir 1 0% �� , o = i 2� MIN 2� MIN :, �: - N
SCALE: 1" = 40'
1.5z S�IN 1.5% N co M� r., 21=IN 2►
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UNDERGROUND SERVICE
8ERVICE LANING ■ DESIGN ■ CONSTRUCTION OF TOPOGRAPHY OWNER DEVELOPER 00 SWALE AND
iwALERT BASIS OF BEARING NOTE SEE TRACT 29929-1 REVISED ROUGH GRADING PLAN AREA DRAIN PROPOSED FENCE
PER PLAN AT PROPERTY LINE
ANALYTICAL PHOTOGRAMMETRIC SURVEYS, INC FOR ALLEYWAY SECTION AND CONSTRUCTION MATERIALS Uj
LENNAR COMMUNITIES
647 N. MAIN STREET, SUITE 1A THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42'51 '35" WEST i
CALL TOLL FREE 2�Y ��'�40o CA. 92501 391 N. MAIN STREET, SUITE 301 FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN ACCESS ALLEY S E C TI N Z
1-800-422-4133 � � � Te�cuLA.CALFOFiNIA 92591-4679 RIVERSIDE, O B�B 3 LD03-301G R "
CONSULTING 909.676.9042 " FAx 9os.676.7240 ■ www.RW.com (909) 686-5103 CORONA, CA. 92880 ON A MAP OF TRACT NO. 29286, MB 298/86-89. N.T.S. 2 LD03-223
GR 5
TWO WORKING DAYS BEFORE YOU DIG DATE OF PHOTOGRAPHY 8/5/98 (909) 817-3600 N.T.S. 1 LD03-146G R
LD02-184GR
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE �pFESS1p DESIGNED BY DRAWN BY CHECKED BY /
5-03 MCH AlADDED S I DEWALK AND ELEVATIONS I ONS Q �'�� RECOMMENDED BY: DATE: 2l-°S�� Drawing No. o
3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN �� w C. RJB RLS MCH CITY 0 F TEMECULA DEPARTMENT OF PUBLIC WORKS Q
Contractor 8-03 RBF 2 ADDED PATIO FOR LOT 17, ENHANCEMENT CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL �s
� a' ansl e a ed Under The Supervision i s i on Of 440,_)C/ ��SYMBOL, REMOVED NOTE 5 FROM PLAN. COUNTY BENCH MARK T-46-81 RESET 1997" F ACCEPTED BY: 9v`�`�-- DATE: 2 L �¢
EASTERLY of THE CENTERLINE of SR-79 AT AS NOTED W No.63494rn r PRECISE GRADING PLAN o
Inspector 1 1-03 RBF 3 ADDED FOOTPRINT/GRADES ON LOT 19. THE SOUTHEASTERLY CORNER OF THE BRIDGE � Exp 9�30�a6 Date: Z'Z O4 DEPUTY D I RECTOR OF PUBL I C WORKS
ATTHEW C. I CKS RONALD J. PARKS TRACT 29929-1
OVER SANTA GERTRUDES CREEK; 4.5' 2
NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL sr el V I\, �� s <
Date Completed CONCRETE SIDEWALK. �l p�� MODELS
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ELEVATION = 1097. 163' N q F �F C AMIE R.C.E. No. 63494 Expires 9-30-06 R R.C.E. No. 19744 '';�-=-i°8°=� LOTS �Q-19 SHEET � OF 2 �
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R 4" WYE AS REQUIRED
FL OF PIPE 1/2" SIDEWALK INSTALL
REMOVABLE
ABOVE GUTTER 6" 0.5' PLUG
FLOWLINE
INVERT ELEV. A 4" PVC
PER PLAN J 2%
INV ELEV PER PLAN
CURB k GUTTER
3"x4" REDUCER 4"x4"x4" TEE
3" MIN PVC (SCHEDULE 40)
Z 3" MIN RECTANGULAR CAST IRON PIPE
Q 4" MIN ROUND CAST IRON PIPE
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PROPOSED SIDEWALK PER _ -• ; _, ..
0.87% WELCOME HOME CENTER
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�3 O 0.69 13 2 TG 12 TG o z 13• LOT 9
1 118' 18' 1 '--- 13.3 3 2.7 IE 9 jE N 5 13'0
5, SWK FS 13.5 13. 14.0
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L) __ 5. 12.5 IE V ,29
Q --g I 3 3 13.1 T l�{, ,� I FF = 1114.6 14.0 Q 'n
B 12.6 I PE = 1113.8 FG 3
�I ---- I FF 1114.1 13.5 58.0 LF 3.16'
= FS 13.4 00.67% 2 '3 3.17' 9
PE - 1113.3 HP-FL
RETAIN NG W 1 R ®
PER LANDSCAPE o 13.2 2 R 59.
ARCHI CT'S--- 1 PfL C 17 N 2 •
Q PLA t2 N49.0 1% G 2 O 0.69 PE = 1114.0 14.00 TWOS
EVC �- 12.9 TW --- 1 O 0.61X FF 1114.3
� 12.4 F8 --- 10.16' •36 LF 0. 2 PE =31313.5 T 4 14.5 WALL
l 14.00 TW Q
01 �? >K ---- 1 .8 `� 13.4 13.8 vl FS 3.09 FS 1
T FG G 4. 13. TG 3
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J Tc : ---- 12.5 T 3 3,'2 T 15 FG 5 FG 1F PROPOSED WALK PER
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37.00 12.9 F O@' 30.00 ;� 0.00' 13.75 TW
PRECISE GRADIrvc PLA CONSTRUCTION NOTES
12 lE x p , 12.11 FS
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IE t•Od`X) ; R 0w 50 T 3 i 1 .5 1 I 3 FS 12.03 O2 INSTALL 4" P.V.C. SCHED. 40
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10 LF FS-1G 2 91 11.52 13.75-TW 1 13.75 7W TAINING WALL PER O INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENT
S • 050% FS-GB FS-GB 11,52 FS O STEPS 11.75 FS 11.6 FS FS-GB LANDSCAPE ARCHITECT PLANS O CONSTRUCT PRIVATE DRAIN THROUGH CURB PER
BEGIN WALL END WALL BEGIN WALL 1251 Y SEP ATE PERMIT
a 3 STEPS • 5-1/2" 6' SIDEWALK PER 4 • 0.50X 5 STEPS O 6 2 " DETAIL ON THIS SHEET
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LAKE PARK GRADING PLANS
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PPAR4R IeT 3' IDE G(*CRETE SWALE PER 9ETA;6 W 9IEE41 ao
O7 CONSTRUCT 4" STAMPED CONCRETE SIDEWALK t
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O8 INSTALL 3" PVC SCHEDULE 40
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ENHANCED REAR ENHANCED SIDE BACKWATER c",
LOT NO. ELEVATION ELEVATION VALVE o
16 LEFT NOT REQUIRED
17 NOT REQUIRED
20 0 20 40 60 18 RIGHT NOT REQUI ED o
3 19 X I RIGHT N T EQUIRED o
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CONSULTING 9096-MW42 . FAX 90976
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CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE FESSIO
QRO ,�'l DESIGNED BY DRAWN BY CHECKED BY 1 Z CITY 0 F TE M E C ULA Drawing No.
5-03 MCH RJB RLS MCH RECOMMENDED BY: DATE: �✓ DEPARTMENT OF PUBLIC WORKS a
1 ADDED SIDEWALK AND ELEVATIONS Quo �-w C, y �
6-23 RBF AS-BUILT: ADDED PATIO FOR LOT 17 AND HORIZONTAL ,�`� t� j Ions rep ed Under The Supervision Of 'n
Contractor 2 M
SEPARATE DRAINAGE FOR LOTS 17 AND 18. cryo ,f=., ACCEPTED BY: DATE: 2 G off' or T PRECISE GRADING PLAN o
SEE SHEET 1 1 = 20 W No.63494 ^' a^ DEPUTY DIRECTOR OF PUBLIC WORKS
Inspector 11/03 RBF 3 DDED ENHANCEMENT SYMBOL TO HOMESITES. �` Exp. 9/30/05 'b Date: Z"2- OT TRACT 29929-1 �2
p REMOVED NOTE 5 FROM PLAN AND ADDED MATTHEW C. HICKS RONALD J. PARKS $ Q
VERTICAL t CI V IV �� MODELS
Date Completed FOOTPRINT/GRADES ON LOT 19. N/A 'fF OF C A��E�Q R.C.E. No. 63494 Exp i res 9-30-06 R.C.E. No. 19744 Exp i res 9-30-05 �'�
LOTS 16-19 SHEET 2 OF 2