HomeMy WebLinkAboutLot 52-55 Precise Grading GENERAL GRADING NOTES IN THE CITY OF TEMECULA
WORK TO BE DONE
1 . ALL GRADING SHALL CONFORM TO THE CALIFORNIA BUILDING CODE. APPENDIX THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE
CHAPTER 33. AS AMENDED BY ORDINANCE 99-23. PRECISE GRADING PLANS ACCORDING TO THESE PLANS. THE CURRENT CITY OF TEMECULA
STANDARDS AND SPECIFICATIONS. AND THE LATEST EDITION OF THE
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%. TRACT N 28482 - 3 LQTNOS , STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION ( "GREEN
DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2 DEEP AND BE CONSTRUCTED 52 - 55 BOOK ).
A MINIMUM OF 2 FROM THE TOP OF CUT OR FILL SLOPES.
2.1
3 MAXIMUM CUT AND FILL SLOPE _ . CYPRESS POINT PHASE 3 PRIVATE ENGINEER'S NOTE TO ';ONTRACTOR
4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WOF.K SHOWN ON
OR RELATED TO THESE PLANS SHALL CONDUCT THEIR (1PERATIONS SO
FILL SLOPES OVER 5' HIGH. - THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS�
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH qQ REGULATION OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL Q/� o CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION
ILLS OVER 1 DEEP. f SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE
6- A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE
,��
ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ��A q� `' WAY WITH SAID REGULATIONS AND ORDERS.
ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR ,� Q�C'�' CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND
TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO S�' COMPLETE RESPONSIBILITY FOR JOB-SITE
LINE, GRADE, ELEVATION AND LOCATION OF CUT FILL SLOPES. 7H N n J 249-482- '�`- CONDITIONS DURING THE
�T q$� COURSE OF CONSTRUCTION OF THIS PROJECTS INCLUDING SAFETY OF
�, l�, ALL PERSONS AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY
7. PROVIDE A BROW DITCH. DESIGNED TO HANDLE 100YR Q STORM FLOWS. CONTINUOUSLY AND NOT BE LIMITED-TO NORMAL WORKING HOURS. AND
ALONG TOP OF CUT SLOPES. G THAT THE CONTRACTOR SHALL DEFEND+ INDEMNIFY AND HOLD THE
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALLLIABILITY. REAL OR ALLEGED+ IN CONNECTION WITH THE
THAN ONE FORT. + CALIFORNIA PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTION FOR LIABILITY
9, ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF 100 101 '
-� RISING FROM THE SOLE NEGLIGENCE OF THE OWNER DR ENGINEER.
THE PRELIMINARY SOILS INVESTIGATION BY LEIGHTON & ASSOC. DATED 10 2 �e� THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUNDJANUARY 30. 1998 AND AS GRADED REPORT OF ROUGH GRADING 99 ANCH 'pfd, UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY
DATED SEPTEMBER 7. 2000. TWO SETS OF THE FINAL COMPACTION A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER
T SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH 9 8 10 3 ��o ASSUMES
S1aAtL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION O OL,� C O�}�s� � 15 A S NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES
THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECDMMENDATIDNS9 7 10 4 NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT
OF THE PRELIMINARY SOILS REPORT. 7R N n -, 2,33-7 1 ` 15 96 105 8 2 7 TE L A ALL UTILITY AND SHOWN. THE TIRRIGATIONACTOR LCOMPANIES L BE DPRIOR ETODWORK TORYING
30 29 26 N•T•s` EXCAVATION TO DETERMINE THE EXACT LOCAT I DNS OF ALL LINES
10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 95 106 3 4 3 2 1 AFFECTING THIS WORK. WHETHER OR NOT SHOWN HERON. AND FOR ANY
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE 9 4 � 2 5 DAMAGE OR PROTECTION TO THESE LINES.
93 2 SITE
INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING VICINITY MAP
PERMIT FINAL INSPECTION FOR EACH LOT. O� 3 5
. � 0
PHONE: (909) 694-6411 92 46 4 8 9 5 51 3 LEGEND
11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL 91 7 7 4 4 2 2 TOP OF WALL TW
SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE 9043
PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM 78 21 K TOP OF FOOTINGTF
EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE 89 42 5 20 m " " --"---"-"-
SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. TOP OF CURB ELEVATION ---------------------""--"-.-.-.-.-.--------................_____ TC
79 41 58 �
8 8 $0 19 0 PAD ELEVATION PE
'12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS 7 4 0 5 9 18
BEEN CLEARED OF WEEDS. DEBRIS, TOPSOIL+ AND OTHER DELETERIOUS 81 6 66 FINISHED FLOOR ELEVATION ............................................................... FF
MATERIAL. 86 82 38 39 6 17 FINISHED GRADE ELEVATION ____________________________ _ _ _ ---- FG
85 37 60 6 3 � HIGH POINT ............."---"---"-"-------._....---------"-"--------.....-"------------------"-
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED. 61 16 HP
THE TERRAIN MUST BE CLEARED. KEYED. AND BENCHED INTO FIRM NATURAL 83 TOP SLOPE ___________________________________
SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A 84 68 6 7 15 TS
REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. 111 110 70 69 FLOW LINE ------------------"""--"------------.-__-...""-"-"-"-"-----_______.""-"-"---"------- FL
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PARK SITE 72 71 14 I> TOP OF GRATE ELEVATION _________________________________________________________________ TG
BERPROV I DEDMANENT RTONPREVENTUPOND I NG WAMERRAND DAMAGEARY GTOCADJ A�ENTH�LD 75 13 � GARAGE FINISH FLOOR ELEVATION _________________""..____________________..-.._________ GF
PROPERTIES. 74 10 11 12 EXISTING ELEVATION ------------------------------------------------------"-------------- (9170)
738 9 - - FIRE HYDRANT LOCATION
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. """""""""""- """
/ 1 2 3 4 5 STREET LIGHT ----------------------------------------------------------------------------- °�
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO /
FUNCTION. ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES DIRECTION OF DRAINAGE FLOW ............................................ ... -_
AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT RETAINING WALL (BY SEPARATE P'E`RMIT) ...............................
ADJOINING PROPERTIES DURING GRADING OPERATIONS. / 'r J � �- INDEX M A P
APPROXIMATE LOCATION OF ELECTRIC METER ........................................" D
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- SCALE: 1"=200'
SEWER LATERAL LOCATION sC7
TENTHS ( 1 -5 ) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ----"------------"-"-"--------------------"------"-"------------
ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN WATER LATERAL AND WATER METER LOCATION ____________________"
VERTICAL HEIGHT.
ELECTRICAL TRANSFORML"�1�.----------------------------------------------------
18. A RfGISTERE��CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING •
PAD ELEVAT1'ONS. INHERE SPECIFIC ELEVATIONS ARE REQUIRED. THE POWER LINE AND HANDHOLES .............................................................. Q
ELEVATION (WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN. IF AN = W = TELEPHONE SERVICE ________________ _____________
ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED. THE W GRATE ❑
ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. ~ a LOT ........................................"..................._._..................._____....
�- LINE AIR VALVE.
� 3' MIN. � �o
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA 5' MIN. ac``' - - - - - -"- "
ICE PLANT AT 12'" ON CENTERS OR ANOTHER APPROVED GROUND COVER. W �� w �� TELEVISION PLATFORM ................. . ______CC
�
w _ ______________ _ __ ______ _
SLOPES OVER 15' IN VERTICAL HEIGHT. IN ADDITION TO GROUND COVER+
SHALL BE PLANTED WITH APPROVED TREES. SHRUBS. OR COMBINATION W 00 3' MIN. 1' u- 0W BACKWATER VALVE -------------""""-"-------------------------------------------------------
THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS: TREES, 20' ON ~' C)LLzy, 1JIIN• AIR CONDITIONER LOCATION -------------".."""---------------.---- .......................
CENTER: COMBINATIONS. 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL GRADING TOLERANCE C
HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW 2i MIN` L -� N E NOTE
PREVENTION DEVICES PER U.P.C. . CHAPTER 10.R. 21/. M,qX, GRADING SHALL BE DONE WITH A TOLERANCE OF 0. I ' OF THE GRADES AND
20. FINISH GRADE BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT r GRADED ELEVATIONS SHOWN ON THESE PLANS AND ALL SLOPES SHALL BE
LESS THAN PER FOOT FOR A MINIMUM OF 3 FEET. LOT FG CONSTRUCTED WITHIN 0. 5 OF THE LOCATION SHOWN ON THESE PLANS.
4 GRADED 6 MIN.
LOT FG. IN NO WAY DO THE ABOVE TOLERANCES RELIEVE THE CONTRACTOR OF THE 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE RESPONSIBILITY OF PROVIDING A FINISH SURFACE THAT WILL NOT POND.
PERMITTED. rA
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD NOT TO SCALE INDICATES LOT NUMBER ESTIMATED EARTHWORK QUANTITIES
PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 2 3 INDICATES PAD ELEVATION
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE � PE=1199.0 PE=1199.0 INDICAT NOTE: ESTIMATED GRADING QUANTITIES SHOWN HEREON ARE RAW QUANTITIES FOR
THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE FG PE=1199.0 FF-1199.7 ES FINISH FLOOR ELEVATION PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES.
CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. BACK OF SDWLK N FF=1199.7 FF-2 9.7 -3 INDICATES BUILDING TYPE NO. LOTS CY/LOT TOTAL
UPON REQUEST. THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY 1 4 15
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. F _ __�---- 60
TC PLAN
PER PLAN �� ---� ~- 1*I• MIN' GF=1199.0 GF=1199.0 GF=19.0 INDICATES GARAGE FLOOR ELEVATION
CURB
HP -'
PER PLAN
z �
F 10' (TYP) Lq
w qr Ln
PER A 12.0% MIN `4
MAX R/w
.- � '
ER PLA
ER PLAN
P R PLAN �
1� ,� •� •. •. •- •. .. .. .. ,.
DIG ALERT TC �_�• 5' MIN. 3' MIN. 1X MIN. A FG
PER PLAN
-_ _ __ _ � CURB A GUTTER
TY F DEEPENED FOOTING
CALL N
AS REQUIRED.
BEFORE UTILITY SERVICE POINT LD 01-070 GR
1-800-227-2600 YOU DIG! TYPICAL LOT GRADING DETAIL RICK ENGINEERING COMPANY
UNDERGROUND SERVICE ALERT NOT TO SCALE
Ca h at least 2 working days prior to excavating. Tu
&m Diego iuvemdde ora me Phoenix 'Itixetnn
1223 University Ah.,Ste.240-Riveride,CA 92507-3418-(M)702.0797-PAX (ON)782-=-wwwAdree*m=
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL, Designed by Drawn by Checked by
- SCALE ��5�� EMR/EH EH EMR DATES D DrQwinq No.
COUNTY OF RIVERSIDE B.M.T-29-81 41CHEt M RECOMMENDED BY: CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS
Contractor 2-1/2"BRASS DISK IN CONCRETE CYLINDER, Horizontal ��i P Prepared Under Supervision Of
IN THE N.W.CORNER OF THE INTERSECTION i W No. 46504 i ^ ` p� u
OF RANCHO CALIFORNIA RD.WITH MARGARITA ACCEPTED BY. DATE:
RD. 1.0'EAST OF A 7.0'C.L.FENCE,40' 1 =200 Exp.6-30-03 PRE C I S E GRADING PLANS
Inspector NORTH OF P.P.(NO NUMBER),94'NORTH Date RONALD J. PARKS
OF THE CENTER LINE OF RANCHO CALIFORNIA Vertical I 4 EDWARD MIC L RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS TRACT N 0 28482-3 L 0 T NOS. 52-55
Date CmpIt'd WEST EOF MONUMENTS WITNESS POST LO' CIV 1�. '\'v- ■
N/Aa�- CA0 R.C.E. No. 46804 Expires 6-30-03 _ 1�, CYPRESS POINT PHASE 3
ELEVATION: 1128.410 (ADJ.9-13-e2) R.C.E. No. 19744 Expires 9-30-01 Sheet I of 2
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PLOT DATE:29-MAY-2001 JN 13212
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50.4 50.2 1 i FL 49.1
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CALL CAUTION: LD o�-07o GR
BEFORE
YOU DIG! EXACT LOCATION OF EXISTINGSCALE.. 1• _ 20- RICK]ENGICk)MPANY
1-800-227-2600 UNDERGROUND FACILITIES IS
UNDERGROUND SERVICE .ALERT UNKNOWN. CONTRACTOR TO 20 0 20 40 7M San mw >i�ae � Phoenix Tucson
Ca M at least 2 working days prior to excavating. VERIFY IN FIELD. 1223 University Ave.,Ste.240•Rim,C" 92507-3419•(M)M-0707•FAX (908)782-0723•.rw wAckm c=
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE SEAL: VqOESsi Designed by Drawn by Checked by
.
H EH/EMR EH EMR RECOMMENDED BY: 10 e- DATE: CITY C F T E M E C U L A DEPARTMENT OF PUBLIC WORKS Drawing No.
Horizontal � : P repared Under Supervision Of u
Contractor No.46804 " ACCEPTED BY: DATE: 1 ��
1'=24' �Exp.6-30-03 PRECISE GRADING PLANS
Inspector SEE SHEET N0. 1 Date DEPUTY DIRECTOR OF PUBLIC WORKS _
Vertical J}' �ivi�
EDWARD MIC L RATICAN TRACT NO. 28482-2 LOT NOS. 52-55
Date Cm It'd or o�F R.C.E. No. 46804 Expires 6-30-03 19744 9-30-01 1M CYPRESS POINT PHASE 3 Sheet 2 of 2
p N/A �► R.C.E. No. Expires
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G:fid-13212\212pgd 146.dgn PLOT DATE129-MAY-2001 A 13212