Loading...
HomeMy WebLinkAboutLot 39-41 - Precise Grading WPM LEGEND B NUV. u PROJECT SITE TOP OF SLOPE T.S. TRACT NO , 24135 - F z z TOP OF CURB 0000.00 '� B T.c. L � FLOW LINE F.L. V iw. a i1* HIGH POINTH,p, A 5, A C 5' S' C D D PRECISE GRADING PLAN tL MIN on MI MIN MIN FINISHED GRADE F.G. FINISHED SURFACE F.S. iM11BEL SITE ii GARAGE FLOOR GF 0000,0 '.•ey ,��' P" VA Will! PAD ELEVATI❑N PE 0000.0 - FINISHED FLOOR FF 0000.0 i �= 8 v4 m X: PROJECT ¢ WATER SERVICE W SITE SEWER SERVICE S AIR RELEASE VALVE TYPICAL SIDE YARD D AINAGE �� ** DISTANCE FROM FRONT PROPERTY CORNER TO GARAGE 51 52 RL FIRE HYDRANT NO/ CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. 49 0 53 01 DRIVEWAY 43 6 47 54 P/L RYr. 19 12 MIN. 8 MIN. BLDG. PAD �l� ��� 36 55 STREET LIGHT ABOVE PAD 5' MIN, 3' MIN, ELEV. 101 I 56 TO SM iEI E SLOPE ( I COMPACTED 73 40 39 38 37 3 34 57 74 1 EXTRA DEPTH FOOTING BERM 6 IN. 100 72 33 INDEX MAP VICINITY MAP 75 32 INDICATES AMOUNT OF 71 SCALE, 1' = 200' NOT TO SCALE EXTRA DEPTH FOOTING 70 80 81 31 12' MIN, 69 76 77 78 79 82 30 2�1 MAX. - 2% MIN. 29 ® LOTS INCLUDED ACCESS RAMP � 2% MIN. � 68 83 28 GRADING NOTES - 1� SECTI❑N A A 21% MAX. � 7 ss " e4 LOT NUMBER ❑X FOR SIDE YARD SLOPES GREATER 65 4 59 S5 p 27 1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 70, THAN 5' IN VERTICAL HEIGHT 63 62 61 60 '� N 26 AS AMENDED BY ORDINANCE 457. INDICATES MODEL 48 49 5051 2 3 4 56 57 86 25 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%. 55 58 87 DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND SHALL BE UNIT TYPE 4 M ABOVE PAD ELEV,B 88 CONSTRUCTED A MINIMUM OF 2' FROM TOPS OF CUT OR FILL SLOPES. 89 3. MAXIMUM CUT OR FILL SLOPES = 24. INDICATES ELEVATION ROUND OFF TOP -C1�0�� 90 WATER BLOW-OFF C�i p/L 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL THIS LOT REQUIRES A BACKWATER VALVE 5f FILL SLOPES OVER 5' HIGH, ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT PER SECT. 409 OF U.P.C. PER APPROVED 5. A WATER AND SEWER PLANS. (SEE INDEX MAP) SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS PAVING NOTES OVER 1' DEEP. SECTION B - B 1 . Minimum parking lot grade shall be one (1 .0) percent. 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH . grade shall .30 percent. GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO 0 REAR YARD SLOPES GREATER 2Minimum rade for ribbon dll b0 THAN 5' IN VERTICAL HEIGHT ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, 3. An approved soil sterilizer shall be used on a 1 1 subgrade surfaces GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. prior to placement of paving. 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG TOP OF CUT SLOPES. 6' MIN. 5' MIN, P/L 5' MIN. 6' MIN. 4. Asphaltic emulsion (fog seal ) shall be applied not less than fourteen 3' MIN. 1' 1' 3' MIN. (14) days following placement of the asphalt surfacing and shall be 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN applied at a rate of 0.05 gallons per square yard, asphalt emulsion ONE FOOT, MUDSILL MIN. MIN. MUDSILL 31 'COMC. q shall conform to Sections 37, 39 and 94 of the State Standard 00 P Specifications . 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF C. PAD y THE PRELIMINARY SOILS INVESTIGATION BYi 35' 35' 35' 1 5. The subdivider or contractor shall apply to the City of Temecula CONVERSE CONSULTANTS DATED JAN. 17. 1989 • •• Department of Public works for an encroachment permit for oil work TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE • 3 'x9" LoN . within City right-of-way.. ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- 1 12' MIN, 3'x.�"A.C. O°P - `� sraaP MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN CONFORM- 2% DONE IN CONFORM 2% MIN, 211 MAX. 6' TYP. 2% MIN. _ 6. Two special inspections are required by the Department of Public ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. Works , one inspection at the time the base is placed and the second 21% MAX. MIN, 21% MAX. when the A.C. has been placed. 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING SECTION C - %n 7. The contractor shall be responsible for the clearing of the proposed REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- y 00 work area, and relocation and cost of all existing utilities . The TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR Cit shall I be informed 48 hours EACH LOT. 00 V � _ Y prior to beginning of construction a' v $ at (909) 694-6411 . 5 MIN, P/L + ih � i6 h 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL Mo. SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE 3' MIN. 1' 1101 "� S. A compaction report by a Soils Engineer shall certify 95 percent PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM �10 eow compaction of base prior to call for second inspection and a EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO MUDSILL MIN• i lt h f t la 6TOOP 2R 1R 3R placement oasphalt paving.6' MIN. _ � THE APPROVAL OF FINAL INSPECTI❑N. 6' MIN. 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. :a GF 0000.0 GF o A GF 0000.0 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT 12' MIN, LESS THAN 1/4' PER FOOT FOR A MINIMUM OF 3 FEET, 2�1 MAX. CONSTRUCTION NOTES & QUANTITY ESTIMATE 14, A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING 2% MIN, NO. ITEM PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- QUANTITY UNIT TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN, IF AN ELEVA- 21% MAX, TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL SECTION D - D OO LOT GRADING (3 LOTS x 15 C.Y./LOT) 45 C.Y. DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. TYPICAL OVERALL FOOTPRINT DIMENSIONS � CONST. 0.25' A.C. OVER COMPACTED NATIVE MATERIAL 324 S.F. 15. EROSION CONTROL, ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE OS CONST. HANDICAP PARKING SYMBOL i EA, PLANT AT 12' ON CENTERS OR OTHER APPROVED GROUND COVER, SLOPES OVER CALEB 1' = 20' 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN- ® PAINT 4" SOLID WHITE PARKING SPACE LINES 41 L.F. TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20' ON CENTER, COMBINA- © REMOVE EXIST. DRIVEWAY AND RECONSTRUCT PER STD. NO, 207 (W-Wit", 3 EA. TIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE Under PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER round Service A I e r t BENCH MARK SAWCUT 1 ' MINI MUM INTO EXIST. A.C. REPLACE WITH FULL HEIGHT CURB, U.P.C. CHAPTER 10.R. C=33 L Nff IT IZIVm Ul is T-P9••8! GUTTER AND SIDEWALK AS REQUIRED BY INSPECTOR, SEPARATE PERMIT 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR lJ7 FM TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 1 B DI 03E MM �� � TIE 111110=7111 ff FW ST. REQUIRED FROM ENGINEERING DEPT. FOR ALL WORK I N PUBLIC R/W. MA RWE CUM MAA 18 9B i L 01 EM C&FQ1 O ROAD CALL TOLL FREE Robert Bein, illiom Frost & Associotes 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE ID TIE MUSECT101 OF NU C&IR IA ROAD 0 WAUA E�0 THE KY. PROF6SIONAL IPlM, R AVM t SPYEI'OlS © INSTALL TRAFFIC BOX, BROOKS MODEL NO. I-T, J&R COW. 2 EA.1-800-422-4133 0>W IF TW >tiiERS1:CiID11' E OFA 1' OWNFTx>;,S' x i6' VZ 11F1 W. SIE. 400•►t��A a. s�sl THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON OR S4 G&F. GE VLVEs 6 K OF PP. 0411) W K IF TiE OTULK (9m) 67 2 . FAX (909) 676-7240 MODEL NO. V-2R OR EQUAL APPROVED BY EMWD REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED OF RAi1)U fxFQtlllA EBAI F71FR= V[TiES'S POSE SET Y Y.ff iDA)lfNi. INSTALL wl-iEEL STOPS 2 EA. TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. TWO WORKING DAYS BEFORE YOU DIC ALL IIAT6 9-13-- ELEV. =4 L D 9 5= 10 3 G R CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D SCALE %%fESS/p DESIGNED BY DRAWN BY CHECKED BY Q �/ Drawing No. OWNER/D E V E L❑PER �E� A. j e E-eSAGE ADEL S. CASAO JL RECOMMEND E3Y: DATE: 1e s-� - CITY O F TEMECULA I�ARIrMM i F PL11 L I C WORKS Contractor HORIZONTAL h `�� !` �, PI s pare Under The Supervision Of RICHMOND AMERICAN AS SHOWN W ' No•43090 ACCEPTED BY: DATE: -s�-! TRACT NO . 24135 - F Inspector 17310 REDHILL AVE„ STE. 320 i UP- 3/31-N �' Date: O � s PRINCIPAL ENGI ER, FOR CITY ENGINEER P Date Completed IRVINE, CA 92714 VERT I CAL fj� I f 1� ��� MICHAEL A. TYL STEVEN w• cRESSWELL PRECISE GRADING PLANS (714) 756-7373 N/A rF of C A`�Eo� R.C.E. No- 430 Expires 3-31-96 T I TLE SHEET R R.C.E.C.E. No. 47180 Expires 12-31-95 MODEL SITE, LOTS 39 - 42 SHEET 1 of 2 PLOT: 10-03-95 JN: 400868 DRAWING: TITLESHT 1 SANTIAGO ROAD — i R/w E r 25' 25 1 CONSTRUCTION NOTES Q 2 CONSTRUCT 0.25' A.C. OVER COMPACTED DATIVE MATERIAL. COI CONSTRUCT HANDICAP PARKING SYMBOL. 4a- PAID V SOLID WHITE PARKING SPACE LINES, aS REMOVE EXISTING DMVEWAY AND RECONSTRUCT PER STD. NO. 207 Q (W-VARre'S),SAWCUT 1' MINIMUM INTO EXIST. A.C. REPLACE WITH FULL HEIGHT CURB, GUTTER AND SIDEWALK AS REQUIRED BY INSPECTOR, / RIM SEPARATE PERMIT REQUIRED FROM ENGINEERING DEPARTMENT FOR ALL WORK IN PUBLIC R/W. �- co o- MISTALL TRAFFIC BOX, BROOKS MODEL NO. I-RT, JdR CONC. MODEL . NO. V-2R OR EQUAL APPROVE Y EMWD. , CALLE NVSTALL WHEEL STOPS. � CATALDO X151�� 4 4 4 5&" sr�IT' f�►IC. III rel 5 4! ,A9�1 S (0 9�' 4 ��� / 5ti TYP 1 ��1� 5 ,,A•�G6 SCALE s 1" 20' tT g ►y -� h�4• ��' �� % TC �� 9 Z 25.9Z' W ca S 1 . 53.00' 20 t0 0 20 40 60 3 53. Z >3 F�cs� ^iOlt s��. 53.00' R W 4 ' GRAPHIC SCALE IN FEET c_` ,_ 7 GFils3.3 1 G. 6•B ,• +� GF u4G.9 Y A * 9 3 1.0 SZ.7 R 47 Fs. 42 '� Fs. Q F 3a • 41 4-17.7 PE 1150.6 � F.&% PE 1153.1 FF 1151.3 91 � �'C 114's. 37 FF 1153.8 9't11 +_ PE 1147.7 50.6 U 50.6 FF 1149,4 53. 1 F.G. F.c. , 53./ F.C. 0- -p O 47.7 �G• /•/l F G S /47 4 S 35 jr 9.49' 59.24 5.37 47.35' Underground Service Alert 47.38 47. Met Plein, Fiiliam Ast & Associates fitoFEIM& EKIII IRS, RafM S SURVEYORS . zm lu Rte, S>E. 0070m a. sal CALL Tal FREE (9W) 676-8042 , FAX (9W) 676-7240 BAPAG'E FWOR LONER 7WAN NGA'MAL. 1-800-422-4133 MOitICIM DAYS BUMIRE WU arc LM5 — 103 OR CONSTRUCTION RECOFZD DATE 9Y REVISIONS DATE CC'D eENa-i IrARIc SCALE Q�p f E S S,o�,' DES I GPED BY DRAWN BY CHECKED BY RECOA�uIENDED BY: DATE: ��— CITY OF T E M E C U L A w � P�Ic � Drawing N�. JL ADEL S. CASAO JL Contractor yv� ` A. !`�`'s�� PI on Pr red Under The Supervision Of HORIZONTAL �� 1" =20' W No.43090 000, ACCEPTED 8Y' v"• DATE:A-If-1•t Inspector SEE sHEET N0. 1 s PRINCIPAL ENCI R. FOR CITY ENGINEER TRACT NO . 24135—F 4 3/a�-qe te: 3 STEVEN W. CRESSWELL VERT I CAL ✓�'! C I r I` +�� I CHA L A. YLMAN PRECISE GRADING PLAN Date Comp I et ed N/A L OF ChXEO R.C.E. No. 4 0 Expfres 3-31-� R.C.E. No. 47180 Expires 12-31-'9'S MODEL SITE LOTS 39 — 42 SHEET 2 of 2 PL01: 09-06-95 JN: 400868 DRAW I NG: SHELT 2