HomeMy WebLinkAboutLot 34,35,59-73,96 Precise Grading GRADING NOTES: RPNCHO C'+vForpM,4 ROAv
1. ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE 1998 CALIFORNIA BUILDING CODE, PRECISE GRADING PLANROAD
APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. ��' R'�MgS, �S�r PROJECT S ITE
0
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%. DRAINAGE SWALES SHALL BE A
MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. VIA RAMI AUB�
3. MAXIMUM CUT AND FILL SLOPES = 2:1. ' CRE o
MSC .ACE M
4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. �-" S�N�A ROAD r m
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF COMPETENT SOILS ENGINEER WHO SHALL � y� w G,
CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION 231 3 8
4 �+
CROWNE HILL CARLYLE
REPORT FOR ALL FILLS OVER 1' DEEP. PHASE 2 TRACT NO .
S. A REGISTERED CML ENGINEER SHALL SUBMIT TO THE CITY ENGINEERING DEPARTMENT WRITTEN PCO PICO �qy o
CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADINGLOT '�' 73 Rv.
PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, P35'6 a R0�'0
ELEVATION AND LOCATION OF CUT FILL SLOPES.
7. PROVIDE BROW DITCH DESIGNED TO HANDLE 100 YR. Q FLOWS, ALONG TOP OF CUT SLOPES. HWY. 79
TO SAN DIEGO
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. VICINITY AP
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS NOT TO SCALE
INVESTIGATION BY CONVERSE CONSULTANTS (PROJECT NO. 241-01) DATED 06-21-02 AND ALL
ADDENDA THERETO. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE CITY * FOUNDATION CATEGORIES
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND
CERTIFICATIONS THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF 34
THE PRELIMINARY SOILS REPORT. Lot #'s Expansion Category Depth of Embedment Overall Depth of
10. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT, TEL. (909)694-6411 AT LEAST 24 Index Exterior FTG Embedment, Interior FT
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION from top of slab
MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. 3 1-13, 17-25 0-20
�ROWNE HILL MINIMUM YARD SETBACKS: 30-47, 50-53, 69-105 Very Low I 12" 17"
11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR
GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER AS SHOWN FRONT: 20' TO FRONT ENTRY GARAGE 16--29 21--50 II 12" 18
fi, 2 "
ON THE APPROVED LANDSCAPE PLAN TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN 10' TO SIDE ENTRY GARAGE OR LMNG SPACE 14-16, 2 Low
ACCORDANCE WITH CITY DEVELOPMENT CODE, SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. SIDE: 5' TO INTERIOR LOT LINES
10' TO RIGHT OF WAY ON CORNER LOT '� 63-68 51-90 III 15' 21"
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, REAR: 10' TO REAR LOT LINE Medium
DEBRIS, TOPSOIL., AND OTHER DELETERIOUS MATERIAL. 48-49 91-130 N "
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED,
High 21 27'
AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A
REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. C
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE CONSTRUCTION NOTES.- J P.L.
STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER Q CONSTRUCT 4" NDS ATR/UM GRATE (SEE DETAIL A, SHEET 2) f ��
AND DAMAGE TO ADJACENT PROPERTIES. 2 PROPOSED 2'O x r PCC V-DITCH (SEE DETAIL A, SHEET 2) �1 J
ix MIN. Q
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. (,� CONSTRUCT 8" CITY OF TEMECULA STANDARD RETAINING WALL I
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION ESPECIALLY (SEE DETAIL A, SHEET 2) 9493 o �
DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST 92 I
BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. 9 0 T_ 2'
3'
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTH (1.5) SHALL BE PUBLIC C+ 5' MIN.
SUBMITTED BY A SOILS ENGINEER TO THE CITY ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES UTILITY 5' B MIN. B
OVER 30' IN VERTICAL HEIGHT. BACKWATER r EASEMENT MIN. 2%
VALVE CHART A
18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING LOT LOT
PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN z
SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS 34 YES 66 NO - M 3'
REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. �i a - >!� PUBLIC
19. EROSION CONTROL.: 35 YES 67 NO UTILITY
ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12" ON CENTERS I I EASEMENT
OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND 59 NO 68 NO �° 64 20J
COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL __� a- - 5'
BE PLANTED AT 10' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT 60 NO 69 NO 2 ( PUBLIC
IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C., CHAPTER 1O.R t' UTILITY
61 NO 70 NO 7 4 .� a EASEMENT
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 11,C PER FOOT FOR �-r~' 73 2- PAD ELEV.
A MINIMUM OF 3 FEET. 62 NO 71 NO �,/ 61 65 .�
21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 63 NO 72 NO CS 1'
� ' ---�1 .� . � �
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF 64 NO 73 NO 7� EROSION CONTROL BERM TYPICAL LOT
� �� V DRAINAGE DETAIL
ANY CONSTRUCTION/GRADING. 7 2 INTERNAL SIDES '
65 NO 73 NO ♦ 0 N.T.S.
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS * - - UNLESS OTHERWISE NOTED ON PLAN
ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED 96 NO Q SECTION 'OD-Do * SE PLAN FOR
DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY M. J 71 76 �, ` N.T.S. E LA 0 DRIVEWAY VEWAY GRADE
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 6 ,
4 RETAINING 59 � ,:� 5' P.L.
to
2 . RET NG WALLS SHALL BE PERMITTED SEPARATELY BY THE BUILDING AND SAFETY DEPARTMENT. MIN.
25. w.D.1.D. N0. 9335317203 z 5' Z * FOOTING EMBEDMENT
t 7.7 p � J 3� FL * MIN. J DEPTHS SHALL CONFORM
26. SEE APPROVED "WALL AND FENCING PLAN" FOR YARD AND PERIMETER WALLS AND FENCES 68 .--JTO FOUNDATION CATAGORIES
70 g '*- MIN. o CHART ON THIS SHEET.
EARTHWORK UANTITIES: m Z m
1 3,
CUT = 800 CUBIC YARDS (50 C.Y./LOT) - 2:1 MIN. 10 z
FILL= 800 CUBIC YARDS (50 C.Y./LOT) 40' ts�' 6 9 7 8 .�--�► - - �
LEGEND
�0
M "{2X MIN. IN. - * PAD ELEV.
AC ASPHALT CONCRETE TF TOP OF FOOTING 106 207E MAX.
-
BF - BACKFLOW PREVENTER TG - TOP OF GRATE 2' BENCH REQUIRED IF SLOPE HEIGHT IS 5' OR GREATER 2X MIN.
DF DEEPENED FOOTING TIN - TOP OF WALL
DW -- DRIVEWAY - r- IF SLOPE HEIGHT IS LESS THAN 5 SEE SECTION "D-0r 20% MAX.
TRACT BOUNDARY "�
FG - FINISHED GRADE - RETAINING WALL SECTION 'YA-A*
FL - FLOW LINE
FS - FINISHED SURFACE (BY SEPARATE PERMIT) �' N.T.S. we 5' P.L. 5'
Uj
GB - GRADE BREAK --- --• - FLOW LINE ? MIN. S MIN.GF - GARAGE FLOOR Y y -- SLOPE (2:1 MAX.)
HP - HIGH POINT
6
INV - INVERT 90 - LOT NUMBER PLAN I PLAN 3 F.L. 15'-20' TYP. W 1 30 FL ' .10TC TOP OF CURB PLAN Z
PLAN 4C - HOUSE PLAN TYPE 2,194 SF 2,493 SF 2.627 SF
P.L. 10' MIN. J MIN. C^ I �
FF=1109.67 - FINISH FLOOR ELEVATION INDEX MAP 2' �; -_ - s 3' z
PAD=1109.0 - PAD ELEVATION HOUSE PLAN LEGEND scALE: 1~= so' MIN.
o it zPAD MIN.
I EXTRA DEPTH of �`- •� z -
NTS m
FOOTING AS MAY BE f 2• PAD ELEV. - -�-�--
BENCH MARK COUNTY OF RIVERSIDE B.M. T--29--81 BASIS OF BEARING 20% MAX. I i SPECIFIED ON PLAN ,
Underground 2 1/2" BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION 105 OF INDIVIDUAL LOTS -- �� PAD ELEV.
THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION
Service Alert OF FRONT ST. AND RANCHO CALIFORNIA ROAD 1.8 MILES N.E. ON RANCHO � 2% MIN. �
OF THE CENTERLINE OF BUTTERFIELD STAGE ROAD AS pWNER/DEVELOPER: l Z' . ��-� 2oX MAX. Cr MIN. 2% M�N�•
of Soubwn ca�ornia CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND SHOWN ON PARCEL MAP NUMBER 23432 RECORDED IN MSN
Call: TOLL FREE MARGARITA ROAD, IN THE N.W. CORNER OF THE INTERSECTION 1' E. OF A BOOK 159, PAGES 38 THROUGH 61 OF MAPS, RECORDS LENNAR HOMES ;� * PAD ELEV. SECTION OB-Bo
7 CHAIN LINK FENCE, 21'x 16' AROUND SO. CALIF. GAS VALVES, 40 N. OF RIVERSIDE COUNTY, CALIFORNIA, BEING N 22'56 23"W
1 -800 OF P.P. (NO.#) 94' N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. 24800 CHRISANTA DRIVE PAD , }SECTION e(i-(ie N.T.S. m LD03-293GR
422-4133 FIBERGLASS WITNESS POST SET 1' W. OF MONUMENT. MISSION VIEJO, CALIFORNIA 92691 2% MIN.
Two WOMMc DM BEFORE YW IM ADJ. DATE 9/13/82 ELEV. 1128.410 TEL. (949) 598-8547 N.T.S. LD03- 174GR
CONSTRUCTION RECORD DATE BY REVISIONS DATE CC'D BENCH MARK SEAL: The Keith C o m pe n i e s PLAN SCALE
F AS NOTED CITY OF TEMECULA
020 03 ADDED SLOPE DRAINS do WALLS / QR° �� 7//4/13 DEPARTMENT OF PUBLIC WORKS Drawing No.
LOTS 34, 35 Q PROFILE SCALE DATE.
Contractor ,``� y�' � � F � i Inland Empire Division RECOMMENDED BY.
SEE ABOVE o
In.P.ctor - 22QMo Cwt�r �M, suer X00 Ab w vb+r�,►. Ca 92SS3--9024 (909) 653-034
N . 9 8 �
Exp. 8089 ACCEPTED BY. DATE PRECISE GRADING PLANS
Date P ns P epared nder Supervision Of RONALD J. PARKS
Completed civ�� ,` ! LoDRAWN BY: KS DEPUTY DIRECTOR OF PUBLIC WORKS PHASE 2 TRACT NO. 23143-8
Date I I 3 O 3
qTF� 628089 DESIGN BY: MM LOTS 34,35, -73 do 96
No. Expires 03-31-06 CHECKED BY: MWS R.C.E No. 197Exo sl3 Z05 of
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Sheet
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- 108 "
M
~~ 106 _ TUBULAR STEEL FENCE PER 6" FH ���8" WATER CA MEL
o r D
. FENCE AND WALL PLAN I 4 1w
- TOTAL FENCE do WALL HEIGHT
NOT TO EXCEED 5'-6" ;
COLOR TO BE DETERM/NED
BY OWNER
_ HALF LOT WIDTH HALF LOT WIDTH CONSTRUCT a CITY OF TEMECULA
STANDARD RETAINING WALL 2'
QUARTER QUARTER QUARTER QUARTER HEIGHT AS SPECIFIED ON PLAN Z;1
INDEX MAP LOT WIDTH LOT WIDTH LOT WIDTH LOT WI DTH
� � v r
30 15 30 so 8 :5
CL
GRAPHIC SCALE: 1 =30' y �+ CARIES �,�- 1x 1x ��- 1.5�' - o
PAD
THICK
PCC V D/TCH
INDEX MAP
30 15 30 ISO
�
--------- ------------
---�--- GRAPHIC SCALE: 1"=30'TUBULAR STEEL FENCE PER
FENCE AND WALL PLAN
�Q TOTAL FENCE & WALL HEIGHT
NOT TO EXCEED 5'-s"
COLOR TO BE DETERMINED
BY OWNER
3 NDS ATRIUM GRATE
FOUNDATION CATEGORIES CONSTRUCT r CITY OF 7FMECULA MODEL 172 OR
STANDARD RETAINING WALL
APPROVED EQUAL
Lot #'s Expansion Category Depth of Embedment overall Depth of HEIGHT AS SPECIFIED ON PUN Z;1
Index Exterior FTG Embedment, Interior FTG PAD=XX.X 4" OD HOLE /N BLOCK. INVERT
from top of slab OF PIPE TO BE SET O .30 1' 1'
ABOVE PAD FINISH SURFACE
1-13, 17--25 0-20 I 12" 1�• SPLASH
30-47, 50-53, 69-105 Very Low
PAD
14-16, 26--29 21-50 II 1�. 1 g. PAD _ 10
59-62 Low RIW ,r PVC DRAIN PIPE CONSTRUCTION NOTES:
51-90 i .
63-68 III 15" 21"
Medium ) CONSTRUCT 3" NDS ATR/UM GRATE (SEE DETAIL A, THIS SHEET)
2 PROPOSED 2' x 3" PCC V D/TCH (SEE DETAIL A, THIS SHEET)
91-130 " RETAINING WALL & DRAINAGE DETAIL B RETAINING WALL & DRAINAGE DETAIL A
48-49 High IV 21 27" Q CONSTRUCT r CITY OF TEMECULA STANDARD RETAINING WALL
PLAN VIEW 2 SEC TION VIEW 2 (SEE DETAIL A, THIS SHEET)
A LD03--293GR
LD03- 174GR
CONSTRUCTION RECORD DATE BY REVISIONS DATE CC'D BENCH MARK SEAL: The Keith Companies PLAN SCALE
Ess 1"=30' CITY OF TEMECULA
10 2p ADDED SLOPE DRAINS do WALLS / QR° bkq DEPARTMENT OF PUBLIC 1MORKS Drawing No.
Contractor LOTS 34 35 &43
Q� A Mc0 �<` PROFILE SCALE RECOMMENDED BY: DATE: 7�
-7 �� �r, Inland Empire Division
or SEE SHEET 1 � M ►�, CA 92553.9024 (M) &W••-W.W -
n ExNo.28089
808 os X ACCEPTED BY: _ DATE: -711 �'3 PRECISE GRADING PLANS
Date � P � Plans Prepar Under Supervision Of DEPUTY DIRE DIRECTOR OF PUBLIC WORKS
/ Ks PHASE 2 TRACT NO. 23143-8
. PARKS
Complft�d `�,�r C I v 1�- Date � � ! �3 � 3 DRAWN BY:
f
OF 28089 DESIGN BY: MM LOTS 34,35963'-73 & 96
.C. No. Expires 03-31--06 R.C.E No. ��� Expires 9/30/05
CHECKED BY: MWS Sq Sheet 'Z of 2
N:x\31 7 61.1 0\Dwg\PPPG PHA SE2 23143- 8 . SHT 2.DWG, 10/30/2003 01:4.5:,,,