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HomeMy WebLinkAboutLot 1-5,64-74 Precise Grading IN THE CITY OF TEMECULA, CALIFORNIA GENERAL GRADING NOTES WORK To BE DONE THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE I . ALL GRADING SHALL CONFORM TO THE 1988 CALIFORNIA BUILDING CODE. APPENDIX PRECISE GRADING PLANS ACCORDING TO THESE PLANS. THE CURRENT CITY OF TEMECULA CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. STANDARDS AND SPECIFICATIONS. AND THE LATEST EDITION OF THE TRACT NO . 2 LOT NOS . 1 - 59 (�C � �"T (7 � STANDARD SPECIFICATIONS FDR PUBLIC WORK CONSTRUCTION ( "GREEN 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1X- BOOK"). DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED THE LEGENDS PHASE 12 A MINIMUM OF 2 FROM THE TOP OF CUT OR FILL SLOPES. S NOTE TO CONTRACTOR PRIVATE ENGINEER 3. MAXIMUM CUT AND FILL SLOPE - 2:1 . ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON 24 23 OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE FILL SLOPES OVER 5' HIGH. 25 PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT 22 REGULATION OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLYQ� 2 6 CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL w TEWCMA SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE Lot OVER 1 ' DEEP. ' WAY 2 72 1 IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE SITE WITH SAID REGULATIONS AND ORDERS. 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S 2 8 CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF �, � COMPLETE RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR �F� 29 20 COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO ,�, !i F' 3 O 57 ALL PERSONS AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY LINE, GRADE• ELEVATION AND LOCATION OF CUT FILL SLOPES. � r CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. AND 7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100YR 0 STORM FLOWS. ALIF 'k 7R N 0 4 233-11 - 15 19 THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE ALONG TOP OF CUT SLOPES. C 3 1OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL 58 LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER ��c 32 56 PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTION FOR LIABILITY THAN ONE FOOT. ANC 18 RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF ��a 33 5 9 THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND THE EXISTING GRADED PAD CONDITIONS BY LEIGHTON & ASSOC. DATED 15 55 UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY JULY 169 1998 AND AS GRADED REPORT OF FINE GRADING TEaNECLA.A 17 A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER DATED AUGUST 89 2000. TWO SETS OF THE FINAL COMPACTION 5 4 6 O ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH N.T.S. 3 5NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION 16 SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS 53 G O L ff G O WRS F• ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR OF THE PRELIMINARY SOILS REPORT. VICINITY MAP 3 6 6 1 EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES CJ 2 TR N 0 4 23371 - 15 AFFECTING THIS WORK, WHETHER OR NOT SHOWN HERON, AND FOR ANY 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 37 1 15 DAMAGE OR PROTECTION TO THESE LINES. HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE 44 5 1 INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING 38 14 PERMIT FINAL INSPECTION FOR EACH LOT. 45 50 LEGEND - PHONE: EGENDPHONE: (909) 694-6411 39 43 46 13 TOP OF WALL --------------------------------------------------------------------------------- TW 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 42 47 TOP OF FOOTING ....._ TF PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM 12 TOP OF CURB ELEVATION ------------------------------------ ----- TC EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 41 48 PAD ELEVATION ________________________________________ 68 11 FINISHED FLOOR ELEVATION --------------------------------------------------------------- FF 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS 40 497 BEEN CLEARED OF WEEDS, DEBRIS. TOPSOIL. AND OTHER DELETERIOUS FINISHED GRADE ELEVATION ............................................................... FG MATERIAL. -------- 1O HIGH POINT ---------------------------------------------------------------------------- HP 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED. 69TOP SLOPE .................................................................................... TS THE TERRAIN MUST BE CLEARED, KEYED+ AND BENCHED INTO FIRM NATURAL 62 SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A FLOW LINE .................................................................................... FL REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. 9 TOP OF GRATE ELEVATION ................................................................. TG 70 . 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF GARAGE FINISH FLOOR ELEVATION ....................................................... GF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD 6 3 8 EXISTING ELEVATION ..................................................................... 070) BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT `�' Q 6 5OPE TIES. ✓'" 1 '� FIRE HYDRANT LOCATION ---------------------------------------------------------------- PR R .y. 01 � C? 7 STREET LIGHT ................................. ...---------...-------------- 0_ 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 72 164 DIRECTION OF DRAINAGE FLOW -------------------------------------------- _ _ _ _ 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO 6 ~- FUNCT I ON, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES RETAINING WALL (BY SEPARATE PERMIT) _______________________________ AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ,, T3. SITE APPROXIMATE LOCATION OF ELECTRIC METER _________________________________________ADJOINING PROPERTIES DURING GRADING OPERATIONS. - SEWER LATERAL LOCATION ---------------------------------------------------------------- El 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTHS ( 1 .5 ) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE w o4 WATER LATERAL AND WATER METER LOCATION ....................................... ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30 IN z 3 ELECTRICAL TRANSFORMER _________________________________________________________________ VERTICAL HEIGHT. Q w = w o INDEX MAP ------------------------------------- ----- o � POWER LINE AND HANDHOLES D 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING ~ LOT Cr U. 2 1 "=100' TELEPHONE SERVICE ......................................................................... 0 PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE w LINE 3' MIN. Uj "� ELEVATION (WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN• IF AN a Hca 5' MIN. w �` GRATE __________________________________________________________________________________________- ❑ ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE w w ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. V) z0w AIR VALVE_____________________________________________________________________________________ 00 3 MIN. 1 U© TELEVISION PLATFORM __________________ 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA 2•/ MZN• BACKWATER VALVE ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. 2�y MAX. ............ .. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER. 2i. Mtm SHALL BE PLANTED WITH APPROVED TREES. SHRUBS. OR COMBINATION GRADING TOLERANCE NOTE THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS; TREES. 20' ON MAX• CENTER; COMBINATIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL GRADED HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW 60 MIN.---� LOT FG. 1 OF THE GRADES AND GRADED GRADING SHALL BE DONE WITH A TOLERANCE OF 0. ' PREVENTION DEVICES PER U.P.C. , CHAPTER 10.R. LOT FG. OPTIONAL LOGGIAS ELEVATIONS SHOWN ON THESE PLANS AND ALL SLOPES SHALL BE OPTIONAL LOGGIAS OPTIONAL RETREAT OPTIONAL CONSTRUCTED WITHIN 0. 5' OF THE LOCATION SHOWN ON THESE PLANS. 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1�4 PER FOOT FOR A MINIMUM OF 3 FEET. A BALCONY IN N0 WAY DO THE ABOVE TOLERANCES RELIEVE THE CONTRACTOR OF THE NOT TO SCALE OPTIONAL RESPONSIBILITY OF PROVIDING A FINISH SURFACE THAT WILL NOT POND. 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BEBALCONY PERMITTED. FF= - - - - '� '� ESTIMATED EARTHWORK QUANTITIES � `� � � 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD FG PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. PER PLAN NOTE: ESTIMATED GRADING QUANTITIES SHOWN HEREON ARE RAW QUANTITIES FOR BACK OF SDWLK INDICATES LOT NUMBER PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES. 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE NO. LOTS CY/LOT TOTALS THE CORRECTION ONANT AND OF ERRORSSORNDMNSSRONS�DISCOVERED THE DURI NG RESPONSIBILITY CONSTRUCTION.I ON.R THE FG _ _ -��� r � ~� � Z 3 4 INDICATES FINISHED FLOOR ELEV. 16 15 240 � UPON REQUEST THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY MIN' FF=100.0 PE=99.3 PE=99.3 PE=99.3 INDICATES PAD ELEV. PER PLAN ��� FF-100.0 FF=100.0 FF-100.0 SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. �' � - 1"/• �� 2_; PE=99.3 2 3 ': •� �I 1 INDICATES BUILDING TYPE ,'�tiI HP CURB \• PER PLAN •LOGGIAS MAY VARY IN WIDTH D=== PLAN 3 HAS HALF OR FULL LOGGIA FS I PLAN 4 HAS FULL OR HALF RIGHT OR HALF LEFT LOGGIA PER PLAN 12.0% FS M X ��illillillill IN �• �.. ER PLAN r i 1� Mj)'V. 3' MI FG 5 MIN. 1/. MIN" PER PLAN IG ALERT FG 4% RIGHT OF WAY DEEPENED FOOTING � .0 10 MIN (TYP) ri PER PLAN AS REQUIRED. qr V a Q - UTILITY SERVICE POINT �M LD 02-045 G BEFORE TYPICAL LOT GRADING DETAILN*`--EXIST. CURB AND GUTTER YOU DIG! RICK ENGINEERINGComPANY 1-goo-227-260o NOT TO SCALE BUILDING FOOTPRINTS UNDERGROUND SERVICE ALERT NOT TO SCALE TM, San Imer Rtvmtd° onm" Phoenix Toms Calat (Bast 2 working days prior to excavating. 1223 university Ave.,fie.&10•Rta[db,CA 825117-5418•(N)78Z-AyM•FAx (8QB)7dx-07!3-wwwAckm&ane CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE SEAL: ?OES51 Designed by Drawn by Checked by Drawing No. COUNTY OF RIVERSIDE B.M. T-29-81 1► S EHP EHP EMR RECOMMENDED BY: DATE: o CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS T �L, Horizontal - Plans Prepared Under Supervision Of Contractor I N THE BRAS1 OF TTHEN INTERSECTION ITNIOONN� No.C033591� p p ACCEPTED BY: 4 8/o-z- OF _ I N THE N.W.N.IN. CORNER �i DATES OF RANCHO CALIFORNIA RD. WITH MARGARITA 1•=1001, Exp.6-30-02 7' /� RONALD J. PARKS PRECISE GRADING PLANS RD. 1.0 EAST OF A 7.0 C.L. FENCE, 40 NORT _ Date - ' ! R LD Inspector OF P.P. (NO NUMBER) 94' NORTH OF THE CENTER ROBERT A. STOCKTON -ter DEPUTY DIRECTOR OF PUBLIC WORKS - TRACT N0. 23371-F LOT NO'Sm 1-5, & 64-74 L I NE OF RANCHO CAL I FORN 1 A RD. SET F I BERGLAS Vertica I Jjq Ci V iV air WITNESS POST 1.01 WEST of MONUMENT. l� pR C033591 6-30-02 � THE LEGENDS PHASE 12 Date Cmp It'd N/A Cr Cp►l.�F R.C.E. No. Expires R.C.E. No. 19744 Expires 9-30-05 "•e' Sheet 1 of 2 ELEVATIONv 1128.410 (ADJ. 9-13-82) gs\d_13212\212PGD201.dgn PLOT DATE: 18-APR-2002 JN1 13212 TEMEW DRIVE ~ �` � -1 - 1 x 1100, 1-00 52' 27.7 02L-30� 2T.7 �� �.� � 1121A' FG 27.3 �3 -,, �„.� , FG +4° - - HP 1, FG , - - - ♦ 34.1 �� �� BV :: h'� r - - - n, � 30.0 FG ��• T1s1 -+ HP ~ 1a 34.1 _ �` �� ��� '-- 24.39 •:.• i 1 ■01 - FG -9 ` , ` .. �� 121q•2 IM EL 7' 29.4 ��� � �� 26,6 27 r 1.0 27.0 FL r 37.9 ?- r 33.0 FL �\ r 33.5 FG FL FL �• ' - 37.9 �\ _�1•�°9 -fir °' 73 FL ` 141. 1- - 14 c' - 36.9 FG 1- X 124 - 1 r PE=1227.6 PE_12306.3 - \ FG 3.94 - 1 r FF-1228.3 I FF-1231.0 72 FL r . - _ - I C\; PE=1234.1 r _ � 3A , 3B I 33.8 40.3 _ �- 20.1 .� 1 , 1 r a r FF=1234.8 HP r ,� 0.5' DEEPEN 37.5 - (1246.g - '� - FL wo �, I i 29.0 r 2C o• / FOOTING F / r�- 40.8 00 7 TC) - - .p 1 1 26.5 FL r 0.5' DEEPEN o L - BW I\ ;r FL FOOTING r r 37.6 41.8 PE=1237.9 HP // o• 0■3' DEEPEN 40.7 r HP FF-1238.6 20.8 1 11 2a' :_ GF=1230.3 •- FOOTING FL / / 42.1 �� ■ 22.6 r FL 8 1� GF=1227.7 I 5.0' 36.3 1C / � FG ,4 2.1 SLOPE L=75.88' �1 ° 9 / �r FG 1 • 1 , p Y EV 26.4 29.3 r r , s•0, 10 41.4 1 11-91f -J 11 PE=1221.6 C�1 1� +00 FL FL r r GF=1234.1 I / FL r PE=12.41.1 T 41,5 �} _ 1 N, r / FF=1241.8 FL FL / c;I■ _ _ 10 FF-1222■3 GF=1221.6 2°.4 FS 1 11 ;• \\ � 33.4 rr / 2A , •- - . - - - 2BR 12 1 m \ . ,,,� r ,,,,� FL / S•o, 1 20.,E 1 11 •. , N r sro- r 1.9, 12 9' r- 10 FL 1 G' \ Bw :� m -� o r © 32.3 11,�• r , , 1 11 �' \ Q _; ■ BW N N _�. 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FG r 42.2 TW 42■8 TW Zs1 S1' N _ - 38 a \ so 41.4 _ r 40.7 TF 41.5 TF 1ST m -" • - - :' - - - 1A•�O ` 1 •�`_ .�' •" D•sS,y HP - 6% � c G' �s 41.7 42.2 TW rn CAUTIONS 32r �9 ��s��c ��•�O,• C1'��� •� p0' FG 40.8 TF �, o _ r r c TN EXACT LOCATION OF EXISTING FG y � yo o tic. 1pQ FS � � � � �o, �\ A9 � ,�$, �� � _ _ 1 r �� 232 r-? N UNDERGROUND FACILITIES IS ` -� • ,,� ,�, 0. 33.2 NOTEi LOGGIAS ARE OPTIONAL ��,A's 7.5 Tw y'O�9 - ♦ 6, r p .n UNKNOWN. CONTRACTOR TO � mac, •� A ,��F, � o� ����\s 12 PLEASE CHECK WITH SALES \ 40.8 TF 2'•�•9A �� I -it _p VERIFY IN FIELD. f�� or ���p ���? OFFICE BEFORE BUILDING. ,o �� sLP 9 j �� r °' N N N DIG T '0101) tAln nIn tisr� 's yo • 65. 1 �\ s LO11 b ' - CALL '° �-�`�� � \ �•�' � �;� Q � BEFORE Zo•�' ��, LD 02-045 GR YOU DIG! ' f RICK ENGR�MRNG COMPANY1-goo-227-260o scALE: 1•= 20' -' sr� � UNDERGROUND SERVICE ALERT CaMat bast 2 working days prior to excavating. 0 40 •er_ \ / 2$' •� � •� \ $ \ TM' 1223 University Ave.,SM.240•RMersidt,CA 92507-3419•(M)782-0707•FAX (509)792-0723•www.rlc mX.o= CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE SEAL: VOESSi Designed by Drawn by Checked by RECOMMENDED BY: r DATE: d Drawing No. sr EHP/EMR EHP EMR CITY OF T DEPARTMENT OF PUBLIC WORKS Horizontal -`' Contractor c� P Ions Prepared Under Supervision Of �y No.C033591 ^ .� y U ACCEPTED BY. � /S SEE SHEET NO. 1 1"=20' Exp.6-30-02 Date '� /� o� RONALD J. PARKS DATE: PRECISE GRADING PLANS Inspector DEPUTY DIRECTOR OF PUBLIC WORKS - - - ROBERT A. STOCKTON TRACT NO. 23371 F LOT NOS. 1 5, & 64 74 Vertical J>t CIV1V Date Cmp It'd dQ` 033591 6-30-02 - THE LEGENDS PHASE 12 N/A �' CAl-�F R.C.E.RCENo. Expires �, R.C.E. No. 19744 Expires 9-30-05 r Sheet 2 of 2 gs\d_13212\212PGD200.dgn PLOT DATES 18-APR-2002 JN 13212