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HomeMy WebLinkAboutLot 49-54 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 CHAPTERGRADING PLANS THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE 33. AS AMENDED BY ORDINANCE 99-23. PRECISE, ACCORDING TO THESE PLANS. THE CURRENT CITY OF TEMECULA 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE - 1%. STANDARDS AND SPECIFICATIONS, AND THE LATEST EDITION OF THE TRACT NO . 28482 - BROOKHAVEN PHASE 5 STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION ( GREEN 2 LOTS 49 - 54DRAINAGE SWALES SHALL BE A MINIMUM DF 0.2' DEEP AND BE CONSTRUCTEDBOOK"). A MINIMUM OF 2 FROM THE TDP OF CUT OR FILL SLOPES. 3. MAXIMUM CUT AND FILL SLOPE - 2:1 . A CESS ESM'T PRIVATE ENGINEER'S NOTE TO CONTRACTOR _ 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS 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 COMPETENTa �r PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS a qL SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY 7 SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH REGULATION OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL � l CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION FILLS OVER 1 ' DEEP. c,'�� TENECIILA 6 •� SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S � WAY 8 IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF �� WITH SAID REGULATIONS AND ORDERS. 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�,�y � 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 O E - ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY ALONG TOP OF CUT SLOPES. 10 / CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CALIFOA 1 THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE S. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER SITE OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL THAN ONE FOOT. �►7�c 11LIAILITY9TION WITH THE 8 1 PERFORMANCEROFLWORKAONE THIS PROJECTLLGED, IN ECEEXCEPTION FOR LIABILITY 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF ANC ��r� 82 RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. THE PRELIMINARY SOILS INVESTIGATION BY LEIGHTON & ASSOC. DATED � JUNE 109 1999. TWO SETS OF THE FINAL COMPACTION 15 12 80 83 THE EXISTENCE AND APPROXIMATE LOCATIONS of ANY UNDERGROUND REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH 84 / UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION TEMECULA / / A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER tASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES OF THE PRELIMINARY SOILS REPORT. THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS N,T,s, 13 7 9 6 3 / NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT / SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE VICINITY MAP / EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING 14 7 8 6 4 AFFECTING THIS WORK, WHETHER OR NOT SHOWN HERON, AND FOR ANY PERMIT FINAL INSPECTION FOR EACH LOT. DAMAGE OR PROTECTION TO THESE LINES. PHONE: (909) 694-6411 15 6 2 77 65 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL LEGEND SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE 1661 PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM -�6 6 6 TOP OF WALL ................................................................................. TW EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE 6 0 TOP OF FOOTING ..........._ i TF SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 17 �-�--- 6 7 TOP OF CURB ELEVATION TC 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS 75PAD ELEVATION ____________________ _________________________________________________________. PE BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS 59 FSA 2 92 MATERIAL. 18 68 FINISHED FLOOR ELEVATION ------------------------------------- 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 NATURAL 19 • o 58 HIGH POINT ---------------------------------------------------------------- SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A 6 9 TOP SLOPE REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. a z � .................................................................................... TS W ©�' 7 3 FLOW LINE .....____-_ 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF LOT ,l 2 0 5 7 ........................................................................ FL PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD W LINE 3' MIN �oW 70 TOP OF GRATE ELEVATION ................................................................. TG BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT .Q Hca 5' MIN. r ` fr= INDEX MAP PROPERTIES. � �z W �W 21 72 GARAGE FINISH FLOOR ELEVATION ....................................................... GF CL 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. � o0 3' MIN. 1' U. 0 1'=100' 71 56 EXISTING ELEVATION ___________________________________________ -------------------- (9170) 2MSN' 22 FIRE HYDRANT LOCATION ---------------------------------------------------------------- oq_,� 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO Z V/Y. MAX• 55 STREET LIGHT .................................. FUNCTION+ ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES �% 3::� AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT 21/. MrA• DIRECTION OF DRAINAGE FLOW ............................................ _ _ _ ADJOINING PROPERTIES DURING GRADING OPERATIONS. k• G 2 3 4 2 ~- RADED RETAINING WALL (BY SEPARATE PERMIT) LOT FG. 43 -----..... ---------- --- 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- GRADED 60 MIN. 2 4 IT TENTHS ( 1 -5 ) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE LOT FG. 44 APPROXIMATE LOCATION OF ELECTRIC METER _-----------------------_---------------- 4 5 SEWER LATERAL LOCATION .................................... s ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN 46 ------------------------ ❑ VERTICAL HEIGHT. rA 41 47 54 WATER LATERAL AND WATER METER LOCATION _______________________________________ w 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING - NOT TO SCALE 2 5 4 8 5 , PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED. THE 40 39 sa 5 ELECTRICAL TRANSFORMER _________________________________________________________________ ELEVATION (WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN. IF AN 38 POWER LINE AND HANDHOLES _____________________________________________________________. 0 ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE 37 ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 26 36 GRATE _____________TELEPHONE SERVICE ........................... Q 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA 34 AIR VALVE_________________________________________________ ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. 27 ------------------------------------SLOPE � SHALLSBEVPRANTEDIWITHRTICAL APPROVEDITREESINSHRUBSIOORCOMBINATION COVER, 33 TELEVISION PLATFORM ______________________________________________________________________ ION 28 THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON 29 BACKWATER VALVE __________________________________________________________________________ Q CENTER, COMBINATIONS, 15 ON CENTERS. SLOPES OVER 4 IN VERTICAL 30 Q.Q 3 1 HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER 10.R. 32 �a p►� GRADING TOLERANCE R NCE NOTE 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT GRADING SHALL BE DONE WITH A TOLERANCE OF 0. 1OF THE GRADES AND LESS THAN 1/4 PER FOOT FOR A MINIMUM OF 3 FEET. ELEVATIONS SHOWN ON THESE PLANS AND ALL SLOPES SHALL BE 21 . NO DESTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE SD ESM T CONSTRUCTED WITHIN 0. 5' OF THE LOCATION SHOWN ON THESE PLANS.� IN NO WAY DO THE ABOVE TOLERANCES RELIEVE THE CONTRACTOR OF THE PERMITTED. G�` RESPONSIBILITY OF PROVIDING A FINISH SURFACE THAT WILL NOT POND. P� 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD CR 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 _ - - 6 15 90 CY PER PLAN 3 - - 1% MIN INDICATES LOT NUMBER Z PE=100.0 z_ INDICATES PAD ELEV PE=100.0 FF=100.7 PE=100. ' :2i INDICATES FINISHED FLOOR ELEV 1FF=100.7 100.7 3 :•i HP 2 CURB ��. INDICATES BUILDING TYPE .. 10' MIN PER PLAN - INDICATES GARAGE FLOOR ELEV GF 100'0 GF=100.0 GF=100.0 i FS PER PLAN 12.0% FS MAX ER PLAN Ln We W DIG ALERT �� MIN. , FG 10' MIN (TYP) N 4 Ma 5 MIN. 3 MIN. rX MIN, PER PLAN Ln RIGHT OF WAY FG DEEPENED FOOTING - :.. CALL PER PLAN � _ AS REQUIRED. - BEFORE CURB GUTTER LD 01 035 GR YOU DIG! 1400-227-2600 TYPICAL LOT GRADING DETAIL RICK ENG G COMPANY UNDERGROUND SERVICE ALERT NOT TO SCALE Sm DkW RIM" onmv rhoenu TUCKO Ca N at bast 2 working days prior to excavating. TM 1223 University Ave.,9M.240•Eimriis,CA WM7-418•(98"M-&M•TAX MO)7!R-OnS•www.ri�.cet CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: ESS Designed by Drawn by Checked by SCALE 4� Drawing No. OUNTY OF RIVERSIDE B.M.T-29-B1EH EH EMR RECOMMENDED BY: DATE: -� 2/ � M1CH�C CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS 2-1/2'BRASS DISK IN CONCRETE CYLINDER. Horizontal �� �= Contractor IN THE N.W.CORNER OF THE INTERSECTION 0 P Prepared Under Supervision Of OF RANCHO CALIFORNIA RD.WITH MARGARITA � ,� N0. 46804 � 3 1.//01ACCEPTED BY: DATE. PRECISE GRADING PLANS RD. 1.0 EAST OF A 7.0 C.L.FENCE,40 18=100 Exp.6-30-03 Inspector NORTH OF P.P.(NO NUMBER),94'NORTH Date l RONALD J. PARKS OF THE CENTER LINE OF RANCHO CALIFORNIA Vertical - EDWARD MIC L RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS _ TRACT NO, 2$4S2-2 L0TS 49-54 RD. SET FIBERGLASS WITNESS POST 1.0' ' Date C111p It'd WEST OF MONUMENT. `� OI V�� �' LEVATION: 1128.410 (ADJ.9-13-e71 N/A OF R.C.E. No. 46804 Expires 6-30-03 B R 0 0 K H A V EN PHASE 5 R.C.E. No. 19744 Expires 9-30-01 1"' Sheet of 2 e Gs\d_13212\212pgd 140.dgn PLOT DATES 12-MAR-2001 JN 13212 �V S �. TRACT NO ., 2a-422- 1 a-poev cc ry �• r� �°'•w ���°'pKY 21'0 Q _ - _ �' �► �' `��" _j 2 FG � j 1191• _ • �,� tc�' 119 J �• v) 1 Lr :9 ,*1 w� Z94.0 1' ,I �c eco o 1195. 1196.6 ��' I � ': 119 •1 F V0 _ 8, T FG � � �� - • I °' � -� o 'er 1196.98 TC _ 1196.46 rC 1196■ T4 TcSANNILL LANE �' 196:28-�C ` • 4 o + �- -1 c� - `� °'• 1 ro co C ,n 97.3 �. v, `82 3 r *4100 4 8 I"` o o _L:::; =47.85 99.9 ' i• cQv ► co ;� c.a L-4 N -n 98.6 ` GF � TRACT N O , 2 a 4 a 2- 1 . v� � � L=48.43 _ _ _ i v, . • ° tee., 5"3' FLS' 98.7 97.3 97.6 ��o' o m o N � N C FL FL �':F ":_ N 97.7 9T. Ln lir- `�D' `° o o m n ..49 : .::. .. 5•p' II� FF PF=1198.4 GF=1198.4 ,,�FL FLS: `^ v' GF=1199.8 FF=1199.1 r � ,: 98.2 ► 5 9' �n 97.7 1AR .5' � � FL 97.7 97.8 97.1 i FL 98.2 FL � Q •2 9•b � 5 � � FL 6+ 199 19 FL GF=1198.7 FL Seo 5 54 GF=1195.9 � � PE= 1199.8 5.7' GF-1199.2 GF=1199.3 PE=1199.3 FF=1200.5 11 FF=1200.0 1B , 3CR 99.1 98.1 97.7 50) _ '? S.4' � � .0' 98.6 1 � FL FHP FL 98.1 PE=1198.7 51 52 FL -� q . FL FF2AR•4 98.1 PE_1198. - 5.5' 9 PFFE-1199.9 98.5 � ` 99.1 99.5 _ � 199.9 �.; �•�1S 98.4 FL FF-1199.6 98.2 FL FL HP 99. 3A 2CR � 98.6 � _ _ -� FG FIGi FL � FL 99.0 � `�`� FG ` 98.4 98.2 � 98.5 HPFL ' � FL 98.9 � �.8 4 �"� �� - ` ` - - HP -�- 99.8 98. ~ - _ . FG FIG 98.7 F 98.6 • FIG qW HP 1193.0 0 9.3 `�.h� �118�•9 F 6`S � FG ! N 6, 99.3 ham• 99.2 FG 3 FGA - r 98.9 a 19 4. FG FG ;. 99.2 98.9 FG "t► l . .d FG 98.9 F-/ ,Ab : DIG ALERT TM O CALL CAUTION= LD 0 1-035 GR BEFORE YOU DIG! EXACT LOCATION OF EXISTING SCALE: V 20' 1-800-227-2600 UNDERGROUND FACILITIES IS RICK ENG ANY UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO 20 0 20 40 Sm nim Ba.►erI or.I rboenu � Ca llat bast 2 working days prior to excavating. VERIFY IN FIELD. 1223 11niversity Ave.,SM.210•ltlCA 92Wm-3438•""M-0M-FAX (M)M-W23•www.�due.�.oa. CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: S, Designed by Drawn by Checked by SCALE � 4� � Drawing No. M�CHEL EH EH EMR RECOMMENDED BY: � ��DATE: CITY OF T DEPARTMENT OF PUBLIC WORKS Horizontal -`' �� �: Plans Prepared Under Supervision Of Contractor Z � p p � .541.1/4/ SEE SHEET NO. 1 ' 46804 DATE. u ACCEPTED BY. 1 =2o Exp.6-30-03 Z9 rd� Date 3 RONALD J. PARKS PRECISE GRADING PLANS Inspector EDWARD MICHEL RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS Vertical ,X C,V,� _ TRACT N0. 28482-2 LOTS 49 54 Date Cmp It'd N/A 4 or R.C.E. No. 46804 Expires 6-30-03 B R 0 0 K H A V E N PHASE 5R.C.E. No. 19744 Expires 9-30-01 Sheet 2 of 2 a Gi\d-13212\212PGD 141.dgn PLOT DATES 12-MAR-2001 JN 13212