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HomeMy WebLinkAboutLot 26-41 Precise Grading GENERAL GRADING NOTES IN THE CITY OF TEMECULA, CALIFORNIA WORK TO BE DONE 1 . ALL GRADING SHALL CONFORM TO THE CALIFORNIA BUILDING CODE. APPENDIX CHAPTER THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE 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%. STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION ( "GREEN DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED TRACT NO , 2 LOTS 2 BROOKHAVEN PHASE 9 BOOK"). A MINIMUM OF 2 FROM THE TOP OF CUT OR FILL SLOPES. A CESS ESM'T PRIVATE ENGINEER'S NOTE TO CONTRACTOR 3. MAXIMUM CUT AND FILL SLOPE - 2:1 . __ 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM DR EQUIVALENT ALONG THE TDP OF ALL � ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON FILL SLOPES OVER 5' HIGH. � OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENTo 7 SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH r,� PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY REGULATION OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL �� / CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION FILLS OVER 1 DEEP. �5'� TEI�CULA WAY 6 .� SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S ti�G / 8 IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE S , / ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF WITH SAID REGULATIONS AND ORDERS.q ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR ! / 5 4 CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND TO ISSUANCE OF THE BUILDING PERMIT• CERTIFICATION SHALL BE TO .c •� ��� �`s 9 3 COMPLETE RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE LINE. GRADE. ELEVATION AND LOCATION OF CUT FILL SLOPES. / 2 COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF 7. PROVIDE A BROW DITCH. DESIGNED TO HANDLE 100YR Q STORM FLOWS. / L C E ALL PERSONSANDPROPERTY, THAT THIS REQUIREMENT SHALL APPLY LYAND NOT BE LIMITED TO NORMAL WORKING HOURS. AND ALONG TOP OF CUT SLOPES. IA 1C / -- THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY AND HOLD THE CALIFORN OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER 'I' SITE LIABILITY, REAL OR ALLEGED. IN CONNECTION WITH THE THAN ONE FOOT. 7�c 11 81 17 PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTION FOR LIABILITY 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF ANCH 9'�fj. 82 RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. THE PRELIMINARY SOILS INVESTIGATION BY LEIGHTON & ASSOC. DATED9� 12 8 3 THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND JUNE 109 1999. TWO SETS OF THE FINAL COMPACTION 15 80 UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH 84 A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER SHALTHATLGRADINGEHA�UBEENION DONDEEINGCONFDRMANCEAWI�HSTHEDCERTIFICATION RECOMMENDATIDNS TE1riEClILA �XJru~ � �d�� ���Jf��� / � � ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES OF THE PRELIMINARY SOILS REPORT. N.T.S. 13 7 9 � NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT 6 3 SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 SD ESMALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE VICINITY MAP 14EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING 78 64 AFFECTING THIS WORK, WHETHER OR NOT SHOWN HERON, AND FOR ANY PERMIT FINAL INSPECTION FOR EACH LOT. 62 DAMAGE OR PROTECTION TO THESE LINES. PHONE: (909) 694-6411 �5 6 5 77 LEGEND 11 . CUT SLOPES EQUAL TO OR GREATER THAN 51 IN VERTICAL HEIGHT AND FILL 61 SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE 16 PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM 6 6 TOP OF WALL ................................................................................. TW EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE 7 6 TOP OF FOOTING ............................................ SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 60 17 67 TOP OF CURB ELEVATION------------------------------------------------------------------ TC 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS 75 PAD ELEVATION ___________________________ ____ .._____________. PE BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS 18 MATERIAL. 68FINISHED FLOOR ELEVATION _______________________________________________________________ FF 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, 74 FINISHED GRADE ELEVATION _______________________________________________________________ FG THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL19 58 HIGH POINT ____________________________________________________________________________________ HP SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A z o REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. `- � = 73 69 TOP SLOPE .................................................................................... TS = w FLOW LIN _ _ LOT2O 57 E FL 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF cc � LINE w ~� 70 TOP OF GRATE ELEVATION ................................................................. TG PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD w 3' MIN. BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT Q =cD 5' MIN. w cr z 2 7 2 GARAGE FINISH FLOOR ELEVATION ------------------------------- - ---------- GF PROPERTIES. cr_ �� � ;� INDEX MAP 56 EXISTING ELEVATION --------------------------------------------------------------------- (9170) 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. u- o© 3' MIN. 1' � 0 1'=100' 7 2% 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO MIN. 22 FIRE HYDRANT LOCATION ---------------------------------------------------------------- �--� � 21% MAX. FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES .2Zrjrj STREET LIGHT __ _ _ _ __ _ _ __ _____ __ ________ _ _ __ ___ ___� MIN. � AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT 21/• MAX. 23 42 DIRECTION OF DRAINAGE FLOW .................. _ _ _ _ ADJOINING PROPERTIES DURING GRADING OPERATIONS. GRADED 1111111, RETAINING WALL (BY SEPARATE PERMIT) .......................... 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- GRADED 6'MIN. LOT FG. 43 ----- 24 44 APPROXIMATE LOCATION OF ELECTRIC METER _________________________________________ � TENTHS ( 1 .5 ) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE LOT FG. 4�j S ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30 IN 46 SEWER LATERAL LOCATION ................................................................ ❑ VERTICAL HEIGHT. A47 54 41 WATER LATERAL AND WATER METER LOCATION _______________________________________ Q - 25 48 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDIG NOT TO SCALE 53 ELECTRICAL TRANSFORMER __________________________________ PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE N �� ;, 49 5O 52 _______________________________ POWER LINE AND HANDHOLES -------------------------------------------------------------- H ELEVATION (WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN. IF AN �� 5 1 ❑ ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE 3 TELEPHONE SERVICE ......................................................................... Q ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 26 A36 35 GRATE ------------------------------------------------------------------.._._ -------------------- ❑ 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA34 . ICE PLANT AT 12 ON CENTERS OR ANOTHER APPROVED GROUND COVER. 27 AIR VALVE------------------------------------------------------------------------------------- SLOPES OVER 15 IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER � TELEVISION PLATFORM _ `' --------------------------------------------------------------------- SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION 28 THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS: TREES, 20' ON SITE 29 BACKWATER VALVE -------------------------------------------------------------------------- g CENTER: COMBINATIONS, 15 ON CENTERS. SLOPES OVER 4' IN VERTICAL 303i HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW `' ' PREVENTION DEVICES PER U.P.C. , CHAPTER 10.R. / GRADING �PTOLERANCE NOTE 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT GRADING SHALL BE DONE WITH A TOLERANCE OF 0. 1 ' OF THE GRADES AND LESS THAN /4 PER FOOT FOR A MINIMUM OF 3 FEET. w`,� ELEVATIONS SHOWN ON THESE PLANS AND ALL SLOPES SHALL BE Gr CONSTRUCTED WITHIN 0. 5' OF THE LOCATION SHOWN ON THESE PLANS. 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE S D ESMi T ``��Q IN NO WAY DO THE ABOVE TOLERANCES RELIEVE THE CONTRACTOR of THE PERMITTED. G`` RESPONSIBILITY OF PROVIDING A FINISH SURFACE THAT WILL NOT POND. 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD P� PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. ESTIMATED EARTHWORK QUANTITIES 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE NOTE: ESTIMATED GRADING QUANTITIES SHOWN HEREON ARE RAW QUANTITIES FOR THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE FG PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES. CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. PER PLAN UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY BACK OF SDWLK NO. LOTS CY/LOT TOTALS SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. FG 16 15 240 CY PER PLAN - �� - -�y MIN. INDICATES LOT NUMBER- 2 PE=100.0 FF=OO .T 0­4INDICATES PAD ELEV PE-100.0 FF=100.7 3 ,���• -i INDICATES FINISHED FLOOR ELEV FF=100.7 2 HP CURB •�. INDICATES BUILDING TYPE 1 �` 10' MIN PER PLAN L= INDICATES GARAGE FLOOR ELEV GF000.0 GF=100.0 GF=100.0 FS PER PLAN 12.0% FS MAX L= J ER PLAN Ln �� M! ' FG 10' MIN (TYP) o1 N -a! o DIG ALERT1'�C MIN. RIGHT of WAY . _ ; + 5' MIN. -Ian 3' MIN.-� � PER PLAN TM FG L� oar 0,51DEEPENED FOOTING CALL PER PLAN Q _ AS REQUIRED. aR BEFORE CURB & GUTTER---' LD O1 132 GR YOU DIG! TYPICAL LOT GRADING RICK ENGINUIWNG COMPANY i--�oo-227 260o R ING DETAIL UNDERGROUND SERVICE ALERT NOT TO SCALE San Map Rim& Or,up Callat least 2 working days prior to excavating. 1223 Unimsky Ave.,Sts.240•Riverside,CA 92507-418•(9061752-0707•FAX (M)M-0723•wwwAcke%nm CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: ESS1 Designed by Drawn by Checked by i SCALE pts 41 Drawing No. OUNTY OF RIVERSIDE B.M.T-29-81 MICHEL EH EH EMR RECOMMENDED BY: DATE: ' ZL CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS 2-V2'BRASS DISK IN CONCRETE CYLINDER. Q� �>► � Contractor IN THE N.W.CORNER OF THE INTERSECTION Horizonte I c • Plans repared Under Supervision Of OF RANCHO CALIFORNIA RD.WITH MARGARITA k No. 46804 7- " • ACCEPTED BY. DATE. PRECISE GRADING PLANS RD. 1.0'EAST OFA 7.0'C.L.FENCE 40' 1'=100' Exp.6-30-03 � �ZJ `yl RONALD J. PARKS Inspector NORTH OF P.P.(NO NUMBER).94'NORTH - Date OF THE CENTER LINE OF RANCHO CALIFORNIA Vertical EDWARD MICHEL RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS - TRACT NO. 28482-2 LOTS 26-41 RD. SET WEST OF MONUMENT. WITNESS POST 1.0' CIVIV �r Date Cmp ft d 4� LEVATION: 1128.410 (ADJ.9-13-82) N/A R.C.E. No. 46804 Expires 6-30-03 R.C.E. 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EXACT LOCATION OF EXISTING SCALE: '' - ' RICK UNDERGROUND F � � 20 ENGINEERM COMPANY 1-800-227-2600ACILITIES IS UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO 2O 0 20 40 San �� � Ca fl at least 2 working days prior to excavating. VERIFY IN FIELD. 1223 University AVO.,Ste.Zoo.xi.MW6,CA 9=7-9418.(e 9)M-OM.FAX (WB)782-0713•..�.... . CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: Esse Designed by Drawn by Checked by SCALE pkv 4 �� �� Drawing No. 5-7-v2 REC r REVI56D LOT 4o ro 96FGEcrA .lu.pti 41CH&L EHP EHP EMR RECOMMENDED BY. DATE. CITY OF T DEPARTMENT OF PUBLIC WORKS Contractor 3 CAK GA)eACvE Horizontal -`' �� ��% P Ian spared Under Supervision Of 5 7oz ZEG REV/56D FF eL,6VATlQA1 .Ip.01► No. 46804 � p ACCEPTED BY: 2� DATE ! PRECISE GRADING PLANS SEE SHEET N0. 1 1'=20' Exp,6-30-03 Ge�/� Date � RONALD J. PARKS ` Inspector EDWARD MICHEL ATICAN DEPUTY DIRECTOR OF PUBLIC WORKS26-31Vertical - TRACT NO. 28482-2 LOT NOS. & 38-41 Date Cmp It'd N/A R.C.E. 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TUCKM 1228 University Ave.,Stye.240•Rinereik CA 92507-3419•MO)7e2-0707•FAX (909)792-0723•'1nMjkk606 = CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE SEAL: Designed by Drawn by Checked by �dFEss� Drawing No. c EHP EHP EMR RECOMMENDED BY: DATE: ,���/�l CITY OF T DEPARTMENT OF PUBLIC WORKS Horizontal ��� P s Prepared Under Supervision Of Contractor 4 No. 4eso4 � 9 �� �� W z --c✓ ACCEPTED BY: DATE: PRECISE GRADING PLANS SEE SHEET NO. 1 1"=20' Exp.6-30-03ZA a Date 2"�� ___ RONALD J. PARKS Inspector Vertical EDWARD MICR L RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS TRACT NO. 28482-2 LOT NOS. 32-37 • 4 CIV1t. R.C.E. 46804 6-30-03 BROOKHAVEN PHASE 9 Date Cmp It d NSA q� op��F R.C.E. No. Expires R.C.E. No. 19744 Expires 9-30-05 "" Sheet 3 of 3 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillilillilI NONE-- G:\d_13212\212pgd 180.dgn PLOT DATE:24-SEP-2001 JN 13212