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Home My WebLink AboutTract Map 22716-2 Lot 10-12 Precise Grading LEGEND PROJECT SITE P �. TOP OF CURB 0000.00 B V T N A FA FLOW LINE F.L. 01O B nl HIGH POINT H.P. TRACT N11 , 22716 2 FINISHED GRADE F.G. TR air Z , FINISHED SURFACE F.S. A IN A � C I IN C D IN D `$ � r; a GARAGE FLOOR GF 0000.0 R - C - SF 11RADING PLAN PAD ELEVATION PE 0000.0 x Y3 PAM FINISHED FLOOR FF 0000.0M11DEL CUMPLEX L1tif�E WATER SERVICE SEWER SERVICE d AIR RELEASE VALVE FIRE HYDRANT xy �P►CI] � `,�` TYPICAL SIDE YARD DRAINAGE P DRIVEWAY STREET LIGHT C>_ \ MdP. 19 SLOPE III 12' MIN. P/L 8' MIN. BLDG. PAD ABOVE PAD 5' MIN. 3' MIN. ELEV. \ ��P M SMI JFM EXTRA DEPTH FOOTING COMPACTED G VICINITY M A P INDICATES AMOUNT OF BERM MIN. EXTRA DEPTH FOOTING 'X ,�• 31 NOT TO SCALE ACCESS RAMP 30 1 ' MIN. C,P� 29 LOT NUMBER 0 24 MAX. 2% MIN. 4� 28 o GRADING NOTES 2% MIN. SECTION A - A 21% MAX. �J�, 27 �n INDICATES MODEL �� 26 0 1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 70, FOR SIDE YARD SLOPES GREATER AS AMENDED BY ORDINANCE 457. UNIT TYPE 4 THAN 5' IN VERTICAL HEIGHT B 25 1 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%. !L 16 24 DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND SHALL BE CONSTRUCTED 19 20�0 INDICATES ELEVATION 12' MIN. ABOVE PAD ELEV. 17 18 21 22 23 ` 2 A MINIMUM OF 2' FROM TOPS OF CUT OR FILL SLOPES. 3 3. MAXIMUM CUT OR FILL SLOPES = 211. THIS LOT REQUIRES A BACKWATER VALVE ROUND OFF TOP 154 PER SECT. 409 OF U.P.C. PER APPROVED — N"(�G 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL WATER AND SEWER PLANS. (NONE REQUIRED) P/L 5� Qv� 5 �Pp FILL SLOPES OVER 5' HIGH. CORTE LA 6 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY 14 7 ,(Q. PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS EXISTING MODEL 8 cj OVER 1' DEEP. D SITE PARKING 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA B SECTION B — 13 10 9 ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH Q GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO FOR REAR YARD SLOPES GREATER ME' S G� ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, THAN 5' IN VERTICAL HEIGHT �QC� GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. PARKWAY 7. PROVIDE TOP OF CU 0 SLOPES. DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG 6' MIN. 5' MIN. P/L 5' MIN. 6' MIN. 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN 3MIN, 1' 81 - 1' 3' MIN.-O- / ONE FOOT. MUDSILL MIN. MIN. MUDSILL 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATI❑NS OF THE PRELIMINARY SOILS INVESTIGATION BY, ' SNEE PACIFIC SOILS DATED APRIL 1988 • TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE 12' MIN. 12' MIN. ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- 2% MIN, 211 MAX. 6' TYP, 2% MIN. ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 21% MAX. 21% MAX. 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING ADVAN SECTION C — C REQUESM NG FINISH LOT GRADES AND DRAINAGE INSPECTION. THIS694-6411 AT LEAST 24 HOURSIN INSPECCE 38' TION MUST BE APPROVED PRI❑R TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. 36' INDEX MAP 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL P/L ^ SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE 5' MIN. j PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM 3' MIN. 1' _ SCALES 1' = 200' EROSION AND INSTABILITY IN ACCORDANCE WITH DRDINANCE 457 PRIOR T❑ MUDSILL MIN. 6' MIN. - THE APPROVAL OF FINAL INSPECTION. r- rn `o 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. v 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4' PER FOOT FOR A MINIMUM OF 3 FEET. 12' MIN, 24 MAX. 14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATI❑N OF BUILDING CONSTRUCTION NOTES & QUANTITY ESTIMATE PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- 2% MIN. TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- 217. MAX. TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL Z SECTION D — D NO. ITEM QUANTITY UNIT DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. J TYPICAL OVERALL EGGTPRINT DIMENSIONS 1 LOT GRADING (3 LOTS x 15 C.Y./LOT) 45 C.Y. 15. EROSION C❑NTROLi ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE a_ 2 INSTALL TRAFFIC BOX, BROOKS MODEL NO. 1-RT, J&R CONC. MODEL 2 EA. PLANT AT 12' ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER L7 SCALE, 1' = 30' 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND C❑VER, SHALL BE PLAN- NO. V-2R OR EQUAL APPROVED BY EMWD TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS A SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20' ON CENTER, COMBINA- 3 REMOVE EXISTING DRIVEWAY AND RECONSTRUCT PER STD, NO. 207 3 EA. TIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE Q Underground Service Alert PERMANENT IRRIGATI❑N SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER BENCH MARK (W=17') . SAWCUT 1 ' MINIMUM INTO EXISTING A.C. PAVEMENT, REPLACE U.P.C. CHAPTER 10.R. LO Robert Beim, William Frost & ASS ctiatesW CMIIrY IF VVERM IX Ia T-29-81 WITH FULL HEIGHT CURB, GUTTER k SIDEWALK AS REQUIRED BY INSPECTOR. 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR (/1 PROFESSIONAL ENGINEERS, PLANNERS & SURVEYORS 10 W � I OIC CUM L�TEI FU THE NTUMUM IF FlW ST. TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. U CALL TOLL FREE SEPARATE PERMIT REQUIRED FROM ENGINEERING DEPARTMENT FOR ALL WORK 28765 SINGLE OAK DRIVE,SUITE 250,TEMECULA, CALIFORNIA 92590 AND RANCID CALMA M IS RM ME. OM RAMC101 CNMM ROAD 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE Ljj 1-800-422-4133 (909) 676-8042 TO TIE NTFRS1: O IF t4M CN Mt11U ROAD 40 MARGARITA MO TIE KV. IN PUBLIC R/W. THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- x CMBER ff TIE DfTERSECTS 1' E IF A 1' CHAIM_DI( FEMC,fr 21' x 16' RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON ARTIUM SIL CMS. GAS VANE 41'K IF PP. ORM 94' K IF TIE CD1TMN 4 IN�ALL 4" Pv. G- PIPE DR�•�tJ 3� L F REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. [IFRA10�01 CAIFMIMIA&LFIERdASS MM PMT SET 1' V.UF OW. I cu TWO WORKING DAYS BEFORE YOU DIG W DATE, 9-134 ELEV. 11211410 LD94-216-GR � CONSTRUCTION RECORD DATE BY REVISIONS ACCT BENCH MARK' pfESSI Designed B Drawn B Checked B CU SCALE o �� o"�� JL ADEL CASAO JL RECOMMENDED BYt _DATE, /<<1t CITY ❑E TEMECULA DEPARTMENT OF PUBLIC WORKS DrawingNo. N OWNER/DEVELOP R ��`' ��-� A. �� Contractor Horizontal y `�, is i Plans Prepa Under The Supervision Of VAN DAELE DEVELOPMENT CORP. r6wi ACCEPTED BY, N DATE, /� '�J Z Inspector AS SHOWN L" o•N 43090 Date PRINCIPAL GINEER, FOR CIT NGINEER TRACT N❑. 22716-2 2900 ADAMS ST. SIE. -25 493/31-45E"°' s/ae � MICHAEL A. YLMAN RAYMOND A. CASEY RIVERSIDE, CA 9250 PRECISE GRADING PLANS v Vertical 'fit C �. �� Date Completed I t 0 f C k'Lxi � R.C.E. No. 4 090 Expk-es 6-30-96 R.C.E. No. 41880 Eames 3-31-96 tY <909> 354-2121 N/A �. lots 10-12 MODEL SITE Sheet of J.N. 400732 / 25 / r R/w i i Ab• CORTE LA _ co — 4, WROUGI.{T IRON FENCEO oC 46, 25 3 2 N �`L6�.G 2 3 r S CIA N 46. 25 61 4 a? co cn . W S 46- 25 G. - 5'WOOD FENCE 32 - 16.20' o 4 1-'Vt 62•G 5 202.38' .n \ 4 ao rn F . RAW 62.3 f ,262,6 PLAN N L•� 1 .8 WALK PER LANDSCAPE 63.3 61 .8 FL,GB ro 1 ' 6 F G. F .GB 62.8 F L' ' .2 i• 61 . F.G. oil GF 1263.5 6 .0 - ------ ��• 8 7= GF 1263.0 6*_ LOT 8 LOT PE 9 1261 .5 ----- EXIST . PARKING FOR Uj 10 PE 1261 .9 MODEL SITE .3 pE 1262.4 m SEE LANDSCAPING PLAN `` K 12 K b` pE 1262.5 FF 1263 n FOR DETAILS Q � 1263.5 ` ZSo Z 39 2R 62.4 �°►' " ;n PE 126 . A 8 F •G' FF 1264.0 2.4 • 1262.1 62.a G 62.8 F .G ► F . �• M LOT 13 O F_G PE 1263.7 �2ti i 5 63.3 2tih 'e F F.G. c,2� 126 • G. F F 'µ• 1263.0 *� 119,36' F.L. ,H.P. 00 / Cuq 440 R/w ,L co 4 v "j + h� 6`. tea•. \ 89 wry.�' i ro / ►� N - �O _ N G / 08- Q� / MEADOWS 6 60, G EXIST INO �KWA Y 99- Rh OP, / Underground Service Alert o Robert dein, )Miam Fmst & Amciates PROFESSIONAL ENGIhEfRS, FLAMERS t SURVEYORS \ / CALL TOLL FREE 2M SINU W URI*. SIE. 250*71 1A a. 93WJ121 1-800-422-4133 (909) 676-8042 , FAX (909) 676-7240 TWO WORKING DAYS BEFORE YOU DIG LD94-216—GR CONSTRUCTION RECORD DATE BY REVISIONS ACC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY SCALE Q�,OFESSIO�, CITY OF- TEMECULA Drawing No. �p ` �• �� JL CASAO JL RECOMMENDED BY: — DATE: � Contractor DEPARTMENT OF PUBLIC WORKS HOR I ZONTAL ti�a `ll �= P I a a Pr or der The Supervision Of _ 2 . ACCEPTED BY: DATE: Inspector SEE ET NO. 1 1 0 '` Expo 3/ N 'e Date: 1 S PRINCIPAL E NGINEFR, FORJOEITY ENGINEER TRACT NO . 22716-2 VERTICAL ✓} MICHAEL TYL&4 RAYMOND A. CASEY MODEL COMPLEX C v i l.. �� Date Completed SIF OF CAVIE � R.C.E. No. 43090 Expires 3-31-96 R.C.E. No. 41880 Expires 3-31-96 LOTS 10 — 12 SHEET 2 OF , PLOT: 11-18-94 JN: 400)32 DRAW I NG: MODELS 1 t: -