The URL can be used to link to this page

Home My WebLink AboutTract Map 22915-3 Lot 14-23 Precise Grading VICINITY MAP LEGEND tura+ roiwtr NOT TO SCALE FAD 11E1. -0.3' IN. TOP OF CURB 0000.00 B _gip �FggN�4 RO�d T. C. OSTAIN FLOW LINE F.L. z B z ROAD HIGH POINT H.P. _ — r /�,y, , 511► c� N IS' TV. (EXCEPT (EXCEPT � r IS' IVF. COLLECTION FINISHED GRADE F.G. I ' A s, rRAcr NO 229152 229153 A WERE C 5, C MERE D D 'p FINISHED SURFACE F. S. MIN NOTEDI IN M) NOTED) I VIA RAMI RO CA PAUBA � GARAGE FLOOR GF 0000.0 PR I E GRADIN PLAN 7p W PAD ELEVATION PE 0000.0 �Y? •1-Z xiz C EC — ROAD o0 FINISHED FLOOR FF 0000.0 N CC_ g� _ WATER SERVICE SEWER SERVICE S I o NICO AIR RELEASE VALVE �� rq�l Rp FIRE HYDRANT xd' aOH'0 TYPICAL SIDE YARD 6RAINAGE DRIVEWAY HtK. 79 STREET LIGHT 0-� TO SAN D i EGO SLOPE III 12" MIN. P/L all MIN. BDG. PAD 12" MIN. ABOVE PAD ELEV. ABOVE PAD 5 ' MIN. 3 ' MIN. xx ELEV. PROJECT SITE EXTRA DEPTH FOOTING COMPACTED ROUND OFF TOP INDICATES AMOUNT OF O BERM 6" MIN. P/L - EXTRA DEPTH FOOTING 5' ACCESS RAMP TR 22915-I 2: 1 MAX. 2% MIN. LOT NUMBER X 2% MIN. 21 % MAX. j 1 SECTION A - A SECTION B - B z GRADING NOTES INDICATES MODEL FOR SIDE YARD SLOPES GREATER FOR REAR YARD SLOPES GREATER 4 THAN 5 ' IN VERTICAL HEIGHT THAN 5 ' IN VERTICAL HEIGHT ;' J? 1 . ACL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER T0, UNIT TYPE I' I B 4r I AS AMENDED BY ORDINANCE 45T. INDICATES ELEVATION ! 1 ��\ 38 FLORECTTA f S 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%. r' 2 �- N 3. MAXIMUM CUT OR FILL SLOPES - 2: 1 . 4> 413 THIS LOT REQUIRES A BACKWATER VALVE P/L 5 ' MIN. S MIN. P/L / 6 `- ; 4b 4. PROVIDE 5 ' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL PER SECT. 409 OF U.P.C. PER APPROVED 6" MIN. 5 MIN. 6 MIN. ! �- / \\ � t? � , WATER AND SEWER PLANS. (SEE INDEX MAP) 3 ' MIN. I ' I ' 3 ' MIN. 3 ' MIN. I ' /� �� 24 _ FILL SLOPES OVER 5 HIGH. MUDSILL MIN. MIN. �DSILL MUDSILL MIN. ' / e / t� \ � O �� _ . � � \ 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT IBM MIN. �,.' , ) � '� SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY WATER SLOW-OFF O' / /7p / d >' T1 TF3_ Z 3-2 PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS 6 �' >> z _ r�, OVER I ' DEEP. �• •j '�� ism / \ REGISTERED V ENGINEER R SHA SUBMIT TO THE CITY OF TEMECULA 6. A REG I S E ED C I t L E NEE LL C 12 MIN. 12 IN. 12 MIN. ,f �, i �� 09 ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH W 2 s ( MAX' % , ;1 _ \ p / Ifi$ ,fie �� 70 GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO 2% MIN. 2: 1 MAX. 6" TYP. 2% IN. 2% MIN. +" ' �< ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE. 1 ___� \�\ 'O'� T7 I NFT gyp. '' GRADE. ELEVATION AND LOCATION OF CUT / FILL SLOPES. 21% MAX. 21% ; MAX. 21% MAX. f ^/ 72 - SECTION D - D ; �� T? / ° . ,.?,�' T. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. 0 STORM FLOWS, ALONG SECTION C C C �✓ , / \ �6� 41, isPROJECT TOP OF CUT SLOPES. 26 VIA \2 J T6 7� �" SITE S. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN lB /�9 ONE FOOT. y / 9. ALL GRADING SHALL .BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF is TR 22916-3 THE PRELIMINARY SOILS INVESTIGATION BY: Ab PACIFIC SOILS A 12-18-88 TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE 50'00 50.00 1� �� REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- 50.00 TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR - PE XXXX. X EACH LOT. Z---- FF XXXX. X PE XXXX. X PE XXXX- Xj 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL FF XXXX. X XX. X SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT .SHALL BE FF XX gPLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM X 2 g 3 EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO n 8 THE APPROVAL OF FINAL INSPECTION. In X - INDEX MAP '� 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. XX XX XX SCALE : I " = 200 ' 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. 14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- 2 TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL Q DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. -1 TYPICAL OVERALL FOOTPRINT DIMENSIONS CONSTRUCTION NOTES 6 QUANTITY ESTIMATE 15. EROSION CONTROL= ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12" ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVERU NO. ITEM QUANTITY UNIT 15 ' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN- Z SCALE: I ' = 30 ' TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS 1 LOT GRADING ( 14 LOTS X 15 C.Y./LOT) 210 C.Y. SHALL BE PLANTED AT 10 ' ON CENTERS, TREES, 20 ' ON CENTER, COMBINA- TIONS, 15 ' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE orf Q Underground Sery 1 ce Alert PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEV I CES PER CD I BENCH MARK U.P. C. CHAPTER I O.R. Ld Robert Bean, Wit Liam Frost & ASsOcia tesCOUNT`! OF RIVERSIDE B.M. NO. T-29-8116. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR � CS PROFESSIONAL ENGINEERS, PLANNERS 9 SURVEIYORS 1 1/2' BRASS DISC IN COW. CYLINDER LOCATED FRW THE 111ILKSECTION OF FRONT ST. TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. U FRE CALL TOLL E 1 -800-422-4133 LFRE 28705 SINGLE OAK DRIVE,SUITE 250,TEMECULA, CALIFORNIA 925M A� RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO CALIFORNIA ROAD IT. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE W Er (909) els-8042 TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD APO MARGARITA ROAD IN THE N.V. THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- CL CORDER OF THE INTERSECTION I ' E. OF A T' CHAINL INK FENCE, 21 ' 1 15' RECTION OF ERRORS OR OM I SS I ONS DISCOVERED DURING CONSTRUCTION. UPON If) AROUND SO. CALIF. GAS VALVES, 40' N. OF P.P. (NO.#) 94' N. OF TME CENTERLINE REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED + OF RANCHO CALIFORNIA ROAD. FION BERGLASS WITNESS POST SET I ' K. OF MAETO THE CITY ENGINEER FOR REVIEW AND APPROVAL. NT. fV ADJ. DATE: 9-13-82 ELEV. I t ZS.410 In TWO WORKING DAYS BEFORE YOU DIG OWNER/DEVELOPER pF+CFESS/ Designed 9 Drown 9 Checked B Drawing No. CO CONSTRUCTION RECORD DATE BY REVISIONS ACC'O SCALE T. T Q GL AC/GL RECOMMENDED BYs DATE: tt - CITY 0 F T E M E C U L A DEPARTMENT OF PUBLIC WORKS N COSTA I N HOMES y �Q' F� - N C•nfr•cf•► I Horizontal � Plane Prepared Under The Supervision Of 620 NEWPORT CENTER; DR. ACCEPTED BY: DATE: =/7" PRECISE GRADING PLANS z Inspector SUITE 400 AS SHOWN * �� • �_ Date 3��'� PRINCIPAL NGINEER, FOR Y ENGINEER NEWPORT BEACH, CA 2660 EX*. e-30-.�s RAYb10ND A. CASEY TRACT NO . 22915-3r LOTS 14-23 ~ (714)-760-1455 Vertical � C1V1�, ��r U Date Cermpfetod R.C.E. Ne. 48393 Eipiree 6-30-96 R.C.E. N•. 41880 Erpiree 3-31-96 Q N/A Q� �E TRACT NO . 22915-2 r LOTS T3-76 Sheet f F- J . N. 40050T N N W oD LOT 42 Z I I 1 > CPPE= 1325. Z I 1 j 1 LOT 41 •�2 6� 1 I I I PE= 1325. 3 �,c LOT 1 I I 1 77 1 1 1 I I 1 I 1 I 1 LOT 40 -I?.- PE= 1305. 6 0.A'T I 1 PE= 1324. T T I I I 1 LOT 38 I I I OT 38 I PE= 1324. 1 I 1 • I I LOT 37 i .P = 1322. 8 1 Ss A 6 I I PE 1320. 9 1 1 60• x. . ? Q" 6 -