The URL can be used to link to this page

Home My WebLink AboutTract Map 22916-1 Lot 1-74 Precise Grading LEGEND PROJECT SITE HIGH POINT PAD ELEV. -0.3' IN. TOP OF CURB 1000. 00 B CONCORDIA HOMES FLOW LINE F. L. RPN�NO CAC I FERN/A ROpD a 1 B l HIGH POINT H. P. ROAD 15TYP. 15' TYP. TRACT c7 FINISHED FLOOR FF 1000. 0 A A (EXCEPT C C (EXCEPT D p ■ gNcyo '�, WHERE WHERE FINISHED SURFACE F. S. NOTED) NOTED) VIA RAMI SOP o GRADE BREAK PAUBA -' xlz .IZ �iZ •irRAc r NO � 1 _ � FINISHED GRADE F.G. 2 ■ 22916 Cn. 4 a M�CpBE GARAGE FLOOR GF 1000. 0 a ROAD PAD ELEVATION PE 1000. 0PRECI E GRADING PLAN W o Z o MO FIRE HYDRANT \ i io�,�X, %, _ moo• AFF AIR RELEASE VALVE OF`AD to Pico LOT NUMBER 5D TYPICAL SIDE YARD DRAINAGE �loC4 ROP° INDICATES MODEL HWY. 79 UNIT TYPE 4R B 12" MIN. P 8 ' MIN. BLDG. PAD 12" MIN. ABOVE PAD ELEV. TO SAN DIEGO INDICATES ELEVATION ABOVE PAD 5 ' MIN. 3 ' MI N. ELEV. OR 12" MIN. ABOVE THE F.G. SHOWN \ INDICATES AMOUNT OF O COMPACTED 6" MIN. ROUND OFF TOP I VICINITY MAP - EXTRA DEPTH FOOTING BERM 51j NOT TO SCALE >: I k c�• TRACT 2 n 1 DRIVEWAY 2: 1 MAX. I 4% MIN. 22915-F 3* GRADING NOTES 2% MIN. 21 % MAX. Z STREET LIGHT SECTION A - A SECTION B - B 4* I I . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 70, FOR SIDE YARD SLOPES GREATER FOR SIDE YARD SLOPES GREATER I AS AMENDED BY ORDINANCE 457. THAN 5 ' IN VERTICAL HEIGHT THAN 5 ' IN VERTICAL HEIGHT t 5 3 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1 %. THIS LOT REQUIRES A BACKWATER VALVE , PERSECT. 409 OF UC PER APPROVED - 6 \ 7 4 D 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . P. WATER 8 SEWER PLANS.(SEE /NAEXMAP) , 7 73 4. PROVIDE 5 WIDE BY I HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL 4L I� FILL SLOPES OVER 5 ' HIGH. 8* c�P 7 / 6" MIN. 5 ' MIN. P/L 5 ' MIN. 6" MIN. 5 ' MIN. P/L �� 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT 3 ' MIN. I ' I ' 3 ' MI9 �\\ 7 SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY T VW MUDSILL MIN. MIN. MUDSILL MUDSILL MIN. W \ 8 47 46 PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS WATER SERI CE 3 ' MIN. N. 2 '� 6 MIN. i r� �\ � OVER I DEEP. � SEWER SERVICE S ..a II 67 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO CITY OF TEMECULA ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH SLOPE I OS 49 GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO TRACT } CO ) ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, 12 MIN. 2% MIN. 1. GRADE. ELEVATION AND LOCATION OF CUT / FILL SLOPES. EXTRA DEPTH FOOTING 2% MIN. 2: 1 MAX. J \ 21 % MAX. 22916- 1 ♦ :� 14 �-� . 45 \ 2% MIN. 2: I MAX. 6" TYP. 2I % MAX. SECTION D - D �/� I5 64 44 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG WHEEL CHAIR RAMP FM2I % MAX. $ \ TOP OF CUT SLOPES. - I 53 . �'�� 42�# v 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN 46 SECTION C C �1;13ONE FOOT. RETAINING WALL * 41 37 � rrly 38 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY: I9 > r 39 CONSTRUCTION NOTE O PROJECT SITE �� 4� ,. PACIFIC SOILS INC, DATED: DEC. 27, 1988 20 56 �< 0\ 3 TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE\ ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM 2r7 / 34' MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- 2* / 3 3S - ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING 23 s ,i 0 OP DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- 2R IR 4* \� 2* $ � � TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR T \ p e 25 t , \ EACH LOT. � \� 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5 ' IN VERTICAL HEIGHT AND FILL 26 \,Q P SLOPES EQUAL TO OR GREATER THAN 3 ' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM % .� EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO THE APPROVAL OF FINAL INSPECTION. INDEX MAP 5/'-4" � � 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. SCALE : l " = 200 ' 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1 /2" PER FOOT FOR A MINIMUM OF 3 FEET. TYPICAL OVERALL FOOTPRINT DIMENSIONS 14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING SCALE: 1" = 30' PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- S H E E T INDEX TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL 2. LOTS 1 -2, TR 22915-F DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. LOTS 1 -6, TR 22916- 1 CONSTRUCTION NOTES & QUANTITY ESTIMATE 15. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE 3. LOTS 7- 14 PLANT AT 12" ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER 15 ' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN- 4. LOTS 15- 19, 63-66 NO. ITEM QUANTITY UNIT TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS 5. LOTS 20-22, 54-56, & I LOT GRADING EARTHWORK (76 LOTS X 15 C.Y. PER LOT) 1140 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 59-62 2 INSTALL TRAFFIC BOX, BROOKS MODEL NO. I -RT, J&R PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER 6. LOTS 23-31 , 57&58 U. P. C. CHAPTER 10. R. 7. LOTS 67-74 CONCRETE MODEL N0. V-2R OR EQUAL APPROVED BY EMWD I EA. 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR 8. LOTS 41 -53 TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 9. LOTS 32-40 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE OWNER/DEVELOPER THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON Z CONCORD I A HOMES REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED Q 408 SOUTH STODDARD AVE . TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. J D_ SAN BERNARDINO , CA 92401 (909) 884-8681 r o OL ,PEV/SED FOorPR/NTS Lar-5 /4 I8 APPROVED BY: i//r/94 RBF Q 23 �/ �4 � � �- 2 � SHEET BENCH MARK BASIS OF BEARINGS ESsi CITY OF TEMECULA I Robert Bein, William Frost & Associates REV/SED NDU5EELEV. LOTS 02, z7, COUNTY OF RIVERSIDE B.M. NO. T-29-81 THE BEARING SHOWN HEREON ARE BASED ON A PORTION OF THE A. 2B 29,49 GS !07 (09 70 t 73 - 2 1/2w BRASS DISC IN CONC. CYLINDER LOCATED FROM THE CENTERLINE OF PAUBA ROAD AS SHOWN ON PARCEL MAP N0. PROFESSIONAL ENGINEERS, PLANNERS & SURVEYORS IT, T x/94 "F 2 MOVE -00TP,e/A/7- L 4T /, T/2-_ZZ �,,,,` �,� TRACT N 0 . 2 2 9 1 6- 1 & N INTERSECTION OF FRONT ST. AND RANCHO CALIFORNIA ROAD, 22514 AS SHOWN ON A MAP THEREOF RECORDED IN BOOK 145, 28785 SINGLE OAK DRIVE. SUIT 250. TEMECULA. CALIFORNIA 92590 V� N 1 .8 MILES N.E. ON RANCHO CALIFORNIA ROAD TO THE PAGES 80 THROUGH 85 OF PARCEL MAPS IN THE OFFICE OF - Z 'i RAYMOND A. CASEY R.C.E. 41880 ceoe: is-eon Ax 19091 878-72407e-72�o N0. TRACT N 0 . 229 1 5-F INTERSECTION OF RANCHO CALIFORNIA AND MARGARITA ROAD, s COUNTY RECORDER OF RIVERSIDE COUNTY. CALIFORNIA 430e0 PRINCIPAL ENGINEER EXP. 3/31/96 IN THE N.W. CORNER OF THE INTERSECTION I ' E. OF A 7' BEING N 04025'05" W EXP.3-31-96 CITY OF TEMECULA PRECISE GRADING PLANS OF 9 Z CHAINLINK FENCE, 21 ' X 16' AROUND SO. CALIF. GAS REVIEWED BY: VALVES, 40' N. OF P.P. N. OF THE CENTERLINE OF RANCHO CIV1�- CALIFORNIA ROAD. FIBERGLASS WITNESS POST SET I ' W. OF DATE: OF' CFCg` DATE BY DESCRIPTION APP 'D DATE LOTS 1 - 2 TRACT N 0 . 229 1 5-F MONUMENT. ADJ. DATE: 9-13-82 ELEV. 1128.410 MICHAEL A. YLMAN R.C.E. 4 090 REV I S 1 0 N S DATE: ��<(R3 LOTS I -74 TRACT N0 . 2 9 1 6- I w J . N. 40044