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Home My WebLink About(Lot 42-43,47-51) PreciseGrading ..ter. ...r-- ... .,.,..�.. __-_.._... .._.,_._... _..,_.. ._.___._. ... LEGEND lPROJECT SITE A PAI V.-0 a TOP OF CURB 0000.00 F"" R A C I N 1 2 133 F T.C. z FLOW LINE F.L. rim �2 R HIGH POINT H.P. rn' PRECISF, CiRADING PLAN 00 5' OW' B 5' 5' B CC FINISHED GRADE F.G. MIN I MIN MI FINISHED SURFACE F.S. GARAGE FLOOR GF 0000.0 i z z # VU RN x PAll11M PAD ELEVATION PE 0000.0 .. .. 'Q FINISHED FLOOR FF 0000.0 g - � SAD m? WATER SERVICE W ��, �z fox Amw • `� 3 SEWER SERVICES w Pte' • 3 AIR RELEASE VALVE -o- 1 TYPICAL SIDE YARD D AINAGE H 7 • OFIRE HYDRANT `O� DISTANCE FROM FRONT PROPERTY CORNER T THE GARAGE • Cr CORNER MEASURED PERPENDICULAR TO THE ROPERTY LINE. 91 n 0 0 10 " 72 n '• u � DRIVEWAY �_ " � a Li oaRc z MfY. 79 STREET LIGHT p— 10' OR 12' ,a ' x SLOPE I I �I 6 •• 0, •' - ,.�` M SMI ETD I So EXTRA DEPTH FOOTING n • 4' VICINITY M A P INDICATES AMOUNT OF MAILBOX � " •• EXTRA DEPTH FOOTING O (TYP. ) � " '• • NOT TO SCALE ACCESS RAMP (� � o •� GRADING NOTES P.C.C. CURB t u ROJAS LOT NUMBER ❑X SIDEWALK GUTTER ,• `1�P 1. ALL GRADING SHALL CONFORM TO THE 1994 UNIFORM BUILDING CODE, CHAPTER MAILBOX LOCATION •, �y 4 1% *0)433, AS AMENDED BY ORDINANCE 457. INDICATES MODEL .0 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE - 1%. DETAIL NO , 2 DRAINAGE SWALES SHALL BE A MINIMUM 4 DF 0.2' DEEP AND SHALL BE UNIT TYPE B N.T.S. PROJECT CONSTRUCTED A MINIMUM OF 2' FROM TOPS OF CUT OR FILL SLOPES. INDICATES ELEVATIONSITE " •• 3. MAXIMUM CUT OR FILL SLOPES = 211. 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL 10' OR 12' FILL SLOPES OVER 5' HIGH. THIS LOT REQUIRES A BACKWATER VALVE 6' 12' MIN. ABOVE PAD ELEV, PER SECT. 409 OF U.P.C. PER APPROVED — e 16 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT WATER AND SEWER PLANS. ( NON-REQUIRED MIN. TYP. SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS I ROUND OFF TOP OVER 1' DEEP. I MAIL OX 4" MIN. P/L 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA (TYP ) CLR• 5• ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO INDEX MAP ISSUANCE OF THE BUILDING PERMIT, CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. SIDEWALK CURE SCALE 1' = 200' 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG GUTTER SECTION A — A TOP OF CUT SLOPES. MAILBOX LOCATION 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN 6' MIN. 5' MIN. P/L g' MIN. 6• MIN. FOR REAR YARD SLOPES GREATER 3' MIN, 1' 1' 3' MIN. DETAIL NO . 1 THAN 5' IN VERTICAL HEIGHT — LOTS INCLUDED ONE FOOT. MUDSILL MIN, MIN, MUDSILL 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF N.T.S. THE PRELIMINARY S❑ILS INVESTIGATION BY, CONVERSE CONSULTANTS DATED DECEM9ER 21. t988 TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE • ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- 12' MIN, T 12' MIN. 35.00' 35'00 34.00' MENDATIONS AND CERTIFICATI❑N THAT GRADING HAS BEEN DONE IN CONFORM- ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 2% MIN. 2�1 MAX. 6' TYP. 2% MIN. PADx32" A PAD 3� ' CONC. PAD 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING 21% MAX, MIN. 21% MAX. A DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE SECTION B — B REQUESTING ON MUST BEI NISH APPROVEDLOTGRADE PR OR T❑ BU LD GE PERM TC F ON.AL NSPEC IONEFOR 00 EACH LOT. U < 11, CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL C', SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE 5' MIN. - x PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM P/L g g x 00 M 00 EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO 3' MIN. 1' a a; THE APPROVAL OF FINAL INSPECTION. MUDSILL MIN. 6' MIN. 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. N 701 702 703 CONSTRUCTION NOTES & QUANTITY ESTIMATE 13, FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT ~ A A q NO. ITEM LESS THAN 1/4' PER FOOT FOR A MINIMUM OF 3 FEET, . QUANTITY UNIT r L0-1 12' MIN. M LOT GRADING (7 LOTS x 15 C.Y./LOT) 105 C.Y. 14, A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING 211 MAX. PAD ELEVATIONS, WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- 6" MIN. TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL i 21% MAX, DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. SECTION C — C 15, EROSION CONTROL, ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE TYPICAL OVERALL FOOTPRINT DIMENSIONS PLANT AT 12' ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER i 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN- d TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THERE❑F, SHRUBS SCALE, 1' = 20' SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20' ON CENTER, COMBINA- TIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTI❑N DEVICES PER Under round Service Alert BENCH MARK U.P.C. CHAPTER 10.R. Robert Bein, William Frost do Associates MXTY IF RIVERSIDE 1A N1 T- 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR C=) PRTMIDIC DCTWTRS, RANN tS t RPVDM 2 V2' KS ZZ N OTE MPIN i HrATO FU TF£ W RWUDJN OF F81T ST. OWNER / DEVELOPER TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 71 rkz on, STE. aoTEItuu G. 091 MM NU GLD'ORMA CAI b8 S NL M "" CAUFTJ11ifA ROAD RICHMOND AMERICAN 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE � TOLL T CALL FREE (909) 676-8042 , FAX (909) 676-7240 LLTOLL TO THE NITIMUDTM OF RANI)0 1FWA DD All IMRGARfTA ROItM TIE 1111, 17310 REDHILL AVE. . SUITE 320 THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- 1-800-422-4133 I GORIER OF N MTERSUM 1' L A T CMPtX FDM 21' x 16' IRVINE, CA 92714 RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISI❑NS SHALL BE PROMPTLY SUBMITTED ARI>l11W 2 CALF. GAS VkWS, 4' OF PA OQI) W K OF THE MITTEN TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. OF RMIN CALDT1 NA BE An VIIIESS POST SIT 1' W. or NNW. TWO WORKING Y$ SUUM YOU DIG Au 1A 19-13-W M. lam CONSTRUCTION RECORD DATE BY REVISIONS DATE JACC'D BENCH MURKSGADESIGNED BY DRAWN BY CHECKED BY - CITY OF TEMECULA Drawing NSCALE / OEPARTNENT � PLIC SKS JOHN LeSAGE ADEL S. CASAO JL RECOMMENDED BY: �! _DATE: 7- o. ContractorNIc )gyp= JiLOWLCED PAD ELEV. r 9,PA1Ab9GE 9- HORIZONTAL P I o s P Spared Under The Supervision 0 Stet LES L,07-54Z 43 M _ INS ACCEPTED BY: DATE: 7 A- t� A� Inspector SEE ABOVE AS SHOWN � No. 3090 PRINCIPAL ENGI ER, FOR CITY ENGINEER TRACT NO • 24133 - F U MICHAEL A. YLMAN Date: STEVEN W. CRESSWELL ! PRECISE GRADING PLANS Dote Completed VERTICAL � N/A OF C kR.c.E. No. 43090 Exp i res 3-31-00 R.C.E. No. 471 PO Expires 1 J-31-99 TITLE SHEET , LOTS 429 43 AND 47-51 SHEET 1 OF 2 PLOT: 07-16-96 JN: 400716 I 3p, Zp' 20 1 \ O TC ? W ^ �D. 0° � \ 1135 ' ` C. g0 �o �0. � W SD rs 1155.70 T.C. G �B T.C 66 ' u• i FS \°t• O ,4 1� � J* A Nt� 55.4 � -o C C jrIt D � 1154.85 jib10 - 3= rsfs� .�`� ` ,,54.2 r� �, \N• -o /�'' NOTE �0 . EXISTING PARKING LOT /T C . �" �iS SIJ fit SO• �� `s"" C-n Cep. r rtf c,�� IMPROVEMENTS TO BE �v' V \�' ••► ��`, !( n to v NO REMOVED. .lam ^ �'� A ''*' '"•- c.��Q>s Fs �'i/1 R b � � Ke J cis 1.t� 1154.00 5.40 �r7 �'qQ• .� v'-J r •� �o S S. fs sus / ' � •� 'I SFS ti O N \•I•• �0 �f �� j G. ` PE 1154.1 �. °�• C'" �' �� /p gj. EX, HOUSE • r . ��_ p rs ps f� �152•� pg 1153. 74 \ 1-G• ►') C- (9. O 92.35' 9� A� s C AN AN FG � -' � rrs .E � �j- ., ti9 ti u' cv PE 1155.4 C �`r EX. HOUSE 20 10 0 20 40 60 If, rte, rfS ° ��, S s Fs GRAPHIC SCALE IN FEET <0 °�O' i / c ��rf / �O �•- s3 2 C.B. h�0 If DF Qj S FG �titi >t� �' \•� Irs 32.81 ' ryo, ?e 46 PE 1153.4 EX. HOUSE o G•o �� 8� Under round Service Alert ory 52.6 OPEN SPACE LOT 82 0 CALL TOLL FREE Robert Bein, William Frost & Associates PROFESSIONAL ENGINEERS, PLANERS t SURVEYORS 1 -800-422-4133 2M YU RK, Sri. 4009TOM G. 92581 (909) 676-8042 , FAX (909) 676-7240 LD96- 106 GR " TWO WORKING DAYS BEFORE YOU DIG w CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH (rU►RK SCALE Q�p F E 5 S I pH' oEs I GPED BY DRAWN BY p-ECf® BY RECOMMENDED BY: DA T E: � ,4-g CITY OF T E M E C U L A ��T T I C WORKS Drawing No. LL n k6�sfs LACAT ��p �` A. f` JOHN LeSAGE ADEL S. CASAO JL - OF LL_ Contractor l7 9(o ROF LOWERED PAD Ag-EV �DWAIAIA6E -X WV_ HORIZONTAL .`` `�� l�� c� Plan Pr p r ed Under The Supervision f SWALES LOTS �Z f43 „ _ TLA 1A ACCEPTED BY: DATE: - TRACT NO . 24133 - F Inspector SEE SHEET N0. 1 1 - 20 d No.43090 Date: PRINCIPAL ENGI ER, FOR CITY ENGINEER �+ VERTICAL �t Exp. 3/31-M `� MICR EL A. LMAN STEVEN W. CRESSWELL e�' --�=-��-* PRECISE GRADING PLANS Date Completed N/A 'lF OF YC1�`1E4�� R.C.E. No. 3090 p 3-31-00 —Expires 12-31-99 _ d Expires R.C.E. No. 47180 Ex ''a►�s LOTS 42 , 43 AND 47 51 SHEET 2 OF 2 b PLOT: 06-7-96 JN: 40071(0