HomeMy WebLinkAboutTract Map 30667 Lot 2-4 Precise Grading Tract No . 30667
GRADING NOTES Model215 4 'yar
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1 . ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE 1998 CALIFORNIA
BUILDING CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23,
AND IF APPLICABLE, TO THE STATE WATER RESOURCES CONTROL BOARD NPDES
GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. recise r ading
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2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%.
DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A �� �►
MINIMUM OF 2' AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL � � � 15 �
a
SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" City
of
Temecul
te
of
lif ornia PER FOOT FOR � p
A MINIMUM OF 3 FEET.
3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2: 1 .
4 PROVISTORMDFLOWS,AORLPROVVIDE GRADEDTE BROW BERMSS, AALONGETHEEETOPNED TO OFF ALLLCONVEY GGRADED100-YEAR L E G E N D /
SLOPES OVER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS 0000.00
TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. TOP OF CURB TC
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL - RO
ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY FLOW LINE '"
THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL f ea ►
COMPACTION REPORT FOR ALL FILLS OVER 1 ' DEEP. HIGH POINT HPj' rl►�
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S FINISHED GRADE FG
PUBLIC WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO FINISHED SURFACE FS HA RVE STON DRIVE VICINITY MAP
ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE,
GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. NOT TO SCALE
TOP OF GRATE TG
7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN
ONE FOOT. TOP OF SLOPE TS
8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE f
PRELIMINARY SOILS INVESTIGATION BY LEIGHTON AND ASSOCIATES DATED 12/4/03. LOW POINT LP
TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE
PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN GARAGE FLOOR GF 0000.0
RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN I , �\ ��\\ \��\� ,,\,, � \ , \� , \ `\ ,\\ \\\\\� �� \ HIGH POINT
\ \ \ \
CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
\`\, ```\ � `' \\`\ ' , `\ �,\ -
PAD ELEVATION PE 0000.0 ���` ,, \\ �:,\,�\r,,`��\ \\\\�,,` \,\�� �� \\,,� 1�� \��\\\ \,\ �\�,r � PAD ELEV. 0. MIN.
\\ \\\ \\, ` \ r \
9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 \� �,` 1;`\�\` �� \ \�� �,`\r\` 3 `�",`;`,
\ ��"� \ R
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. FINISHED FLOOR FF 0000.0 �� ��\� \\�,��.\�\�� \���,\\ \ \��\�,��\\\` \\�\� ^rr
THIS INSPECTION MUST BE APPROVE PRIOR T R I \'`\\�SALES�ti' �\ ��,` \`, `,,\\\ - z z
D I 0 0 BUILDING PERMIT I T CLEARANCE �� \\ �\ .�\ \\\\�•\�\�r\ MUDS I LL ,
� \;.TRAILER// ,\\,. \;,�\\\ ' \ �•`. ,��. \`r\\, \`� ;;� U r
FOR EACH LOT. PUBLIC WORKS DEPARTMENT PHONE: (909) 694-6411 . WATER SERVICE ----L` 1 ` \PARKING ���`��\ \ ;�r, �\ \ \�;\ ,\��\'
E L, IN GARAGE AREAS i
�� LOT ,,\,'\�.\` \\���\`\� \ M 0 \ \\� \�\`�\ \ \\
10. CUT AND FILL SLOPES HA PROTECTED ��•��\,;',; \ ,�� \ , \\ \,;•;,,; ` SILL I S 6" M I N ,
SHALL BE A OF EROSION SEWER SERVICE S �� \ , \'� �,�`` `'`'` \�'`` GARAGE FLOOR I1110 Irr. to rn.
AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY \�29639 2 ` '\ '� �1' - y ABOVE GARAGE1 r
DURING THE GRADING PHASE. 7R' FLOOR SLAB VARIES (DaK ARI $*** B ( RI sC
DRIVEWAY I � B * - .0 * C I
1 1 . POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING, _ _ �� CHEVE RLY COURT I R *** �) „�) I
WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF G ARAGE DI I
IN ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. SLOPE _ _ I PAD PAD
SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS - FFFF
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WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. LOT NUMBER W
12. FILL MATERIALS SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS �~ I
BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF UNIT TYPE/ELEVATION
STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACE, THE TERRAIN A I z
MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. I 12 MIN. ABOVE PAD ELEV. I z awe z ?
A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL INVERT ELEVATION IE 1 2 _ °
Q ROUND OFF TOP O lox 10z 44
APPROVE PLACEMENT OF FILL. x I 1 1 1 0 9 8 T_
13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES BACKWATER VALVES BW r P/L
ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING a I 5' R W
AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING ENHANCED ELEVATION TYPE- EH x
GRADING OPERATIONS. V TYPICAL SIDE YARD DRAINAGE
14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. AMOUNT OF EXTRA DEPTH X
FOOTING REQUIRED CO 13 DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY
15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS 1 14 WHERE: 18' MIN TO GARAGE DOOR AND 10' MIN TO BUILDING.
( 1 .5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED EXTRA DEPTH FOOTING 1 7 7 71 1 5DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE
CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL SECTION A-A CORNER MEASURED ALONG THE PROPERTY LINE.
SLOPES OVER 30' IN VERTICAL HEIGHT. X.X FOR REAR YARD SLOPES GREATER VARIABLE SIDE YARD SETBACKS MAY BE PERMITTED PROVIDED
16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION
DROP GARGAGE DEPTH Z SCALE: 1 " = 50' THAN 5' IN VERTICAL HEIGHT THE SUM OF THE SIDE YARD SETBACKS IS NOT LESS THAN
10 FEET AND THE DISTANCE BETWEEN ADJACENT STRUCTURES
OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION ADA PATH OF TRAVEL -� - - � IS NOT LESS THAN 10 FEET. FOR FRONT LOADED CONDITIONS A
(WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO LOTS INCLUDED MINIMUM OF FIVE-FOOT SETBACK AREA, FREE OF ARCHITECTURAL
ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT
GROUND SHALL BE GIVEN. ENCROACHMENTS SHALL BE MAINTAINED ON AT LEAST ONE SIDE.
CONSTRUCTION NOTES & QUANTITY ESTIMATE
17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY ALL OF THE REQUIREMENTS
OUTLINED IN THE CITY OF TEMECULA EROSION AND SEDIMENT CONTROL STANDARD NOTES NO. ITEM QUANTITY UNIT
THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE NPDES �
PERMIT FOR CONSTURCT I ON ACTIVITIES, IF APPLICABLE. (D LOT GRADING (4 LOTS x 50 C.Y.) 200 CY R
18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. Q INSTALL 3" P.V.C. SCHED. 40 64 LF 6 MIN.
VARIES *** VARIES *** 6" MIN. VARIES *** P/L
NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 3' MIN. 1 ' 1 ' 3' MIN. 3' MIN. 1 '
(D CONSTRUCT 3" A.C. OVER NATIVE SOIL 3,500 SF MUDS I LL MIN. M I N. MUDS I LL MUDS I LL MIN. »
19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO6 MIN. E
FG
COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 4 PAINT 4" SOLID WHITE PARKING LANE 90 LF FG FGIF °
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20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A O PAINT SOLID BLUE HANDICAP PARKING SYMBOL 1 EA EXTRA DEPTH ;. o
PUBLIC RIGHT-OF-WAY. FOOTING
INSTALL WHEEL STOPS 7 EA 12" MIN.N. 12" MIN.N. =PAD ELEV-FG �
21 . APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT r)
AND H I S ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS 0 PAINT 4" SOLID BLUE HANDICAP STRIPE ® 2' O.C. 162 SF 55• WHERE NECESSARY 2: 1 MAX.
DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL 1 55' S5. 2% MIN. 2: 1 MAX. 6" TYP. 2% MIN, 12" MIN. 6" MIN.
BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 8 INSTALL 2"x4" REDWOOD HEADER 156 LF Y
21% MAX. MIN. 21% MAX. 2% MIN. �
22 THE ISSUANCE ANY CLEARANCEOFFROMSSAPERMIT ORBY THE FEDERAL ITY AGENCIES I ESMREGUL REGUES LATING NG NOE PROVISIONS ST IMPLY ROF I Dp9 CONSTRUCT 4" CONCRETE SIDEWALK PER C.O.T. STD. 401 (2% MAX CROSS-SLOPE) 607 SF SECTION B-B 21% MAX. SECTION C-C
STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE 10 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER C.O.T. STD. 303 MODIFIED PER DETAIL ON SHEET 2 4 EA _ 3 SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES SEE TYPICAL SIDE YARD DRAINAGE
CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE 00
CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. 11 INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENT 4 EA (0DETAILDETAIL NOTES
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12 I NSTALL RAMP WITH INTERMEDIATE SW I TH-BACK PLATFORM PER ADA STANDARDS. 1 EA APPROVED PLOTTING CURRENT ARCH. ELEV. TYPE
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13 INSTALL ADA APPROVED HANDRAILS 36 LF 1A 1B d'
14 CONSTRUCT RESIDENTAL DRIVEWAY APPROACH PER C.O.T. STD. 207 664 SF o 0 0 0 1B 1E
IJj0
15 TRAP FENCING PER LANDSCAPE ARCHITECT'S PLANS 252 LF 1C 1A i
PAINT SOLID WHITE NO PARKING 12 MIN LETTERING n
16 VISIBLY LOCATED TO TRAFFIC ENFORCEMENT SEC 11298.3 1 EA TYPICAL F 2A 2B co
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SCALE: 1" = 40' 2B 2E w
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UNDERGROUND SERVICE SOURCE OF TOPOGRAPHY OWNER / DEVELOPER
C3DESIGNC7 PLANNINDESIGN CONSTRUCTION -- . ,, _.,._.__ BASIS
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NOTE LD04-012GRALERT ■ CCaSLJCC7QF 3A 3B 0
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ANALYTICAL PHOTOGRAMMETRIC SURVEYS, INC.
C1�LL T 647 N. MAIN STREET, SUITE 1A gS N HOME MAIN ST. SUITE 200 THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42°51 '35" WEST 3B 3E BUILDING AND SAFETY
TOLL FREE 27555 YNEZ ROAD, 2SUITEW- 409 RIVERSIDE, CA. 92501 FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN
1-800--422'-4133 TEMECULA.CALIFORNIA 92591-4679CORONA, CA 92880
C O N S U LT I N G 999.676.8042 • FAX 999.676.7240 • www.RBF.com (909) 686-5103 ON A MAP OF TRACT NO. 29286, MB 298/86-89. 3C 3D
DATE OF PHOTOGRAPHY 8/5/98 (909) 817-3500
APPROVED BY: �
TWO WORKING DAYS BEFORE YOU DIG NAME DATE z
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CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE �pFESSIp DESIGNED BY DRAWN BY CHECKED BY Drawing No. 0
p �'�/ M. DOTY R. SCHAUBERT J. TANNER RECOMMENDED BY: DATE: '¢ 2� CITY OF TEMECULA
DEPARTMENT OF PUBLIC WORKS
3 1/2 DIAMETER ALUMINUM DISK, FLUSH IN �, J.
Contractor CONCRETE CURB STAMPED "RIVERSIDE " HORIZONTALS �p� tea, Plans Prepared Under The Supervision Of
COUNTY BENCH MARK T-46-81 RESET 1997 ..� n ACCEPTED BY- DATE: ¢ Z� '�'�
EASTERLY OF THE CENTERLINE OF SR-79 AT AS NOTED W � � "� �'�°� T cl PRECISE GRADING PLAN 0
No.66417 �
I�3 �4- DEPUTY D I RECTOR OF PUBLIC I C WORKS
Inspector THE SOUTHEASTERLY CORNER OF THE BRIDGE Exp 6/30/04 Date: RONALD J. PARKS TRACT 30667, PA04-0126
OVER SANTA GERTRUDES CREEK; 4.5 M I CHAEL J. BOECK
NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL sr' �I Y 1�- ��� - 1 MODELS Q
Date Completed CONCRETE SIDEWALK. if lF�� R.C.E. No. 66417 Ex i res 6-30-04 R.C C.E E. No. 19744 Ex Expires 9-30-05 �r i9ee-
ELEVATION = 1097. 163' N/A OF C��- p p CHEVERLY COURT, LOTS 2-4 SHEET I OF 2 . i