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HomeMy WebLinkAboutLot 1-13 PreciseGrading ;, xis f LEGEND VICINITY MAP mom MINI` PAD IEr• -0.3' IN. NOT TO SCALE TOP OF CURB 0000.00 I B �f , Rojo T.C. FLOW LINE F.L. l HIGH POINT H.P. B �1= R01►D , IS' IYP. ( IS' TYP. 24135 = 3 I F I NI SHEa-GRADE F.G. A s, A (EXCEPT C 3, C (EXCEPT D D NO , FIV I SHED SURFACE F.S. Al I N . Dt MIN Irl I NNOTEEDDI I ' iiiiiiiiiiiiiVIA RAMI GARAGE FLOOR GF 0000.01 t '�' PAl1BA W PAD ELEVATION PE 0000.0 Vii? . 9 PRECI E RADING PLAN & IIlk Z BIZ 't Uj PALOMA DEL SOL t FINISHED FLOOR FF 0000.0 WATER SERVICE Z rt 6 SEWER SERVICE S Mx• /Ff,� AIR RELEASE VALVE -4 4` P I CO 7y RD. F IRE HYDRANT ` Y 4 TYPICAL SIDE YARD RAIIVAGE DRIVEWAY HIIY. 79 24134 � STREET LIGHT o---� �RAtJ1 NO• TO SAN DIEGO � I 12" MIN. . P/L 9' RAIN. 8 DG. PAD 12" MIN. ABOVE PAD ELEV. SLOPE 81 ABOVE PAD 5 ' MIN. 3 ' MIN. ELEV. _ PROJECT SIT E EXTRA DEPTH FOOTING SpNrAGO INDICATES AMOUNT OF COMPACTED ROUND OFF TOP = < EXTRA DEPTH FOOTING BERM 6" MI .X P/L , 1Q1 G .: 72 73 T4 U 12" MIN. T1 75/ 4 LOT NUMBER a 2: 1 MAX. 2% MIN. 70 G ` � �n 2% MIN. SECTION A - A 217- ���MAX. SECTION B - B �-'� � p�� INDICATES MODEL FOR SIDE YARD SLOPES GREATER FOR REAR YARD SLOPES GREATER 6g 76 GRADING NOTES - - - - - 4 THAN 5 ' IN VERTICAL HEIGHT THAN 5 ' IN VERTICAL HEIGHT 6T 17 78 Tg 8 81 I . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER T0. UNIT TYPE B 66 82 AS AMENDED BY ORDINANCE 45T. � E'S+f, ZA INDICATES ELEVATION 564 4R = 46 63 83 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE I/.. THIS LOT REQUIRES A BACKWATER VALVE Q 49 5 51 62 61 60 59 84 c 3. MAXIMUM CUT OR FILL SLOPES PER SECT. 409 OF U.P.C. PER APPROVED - 6" MIN. 5' MIN' P/L 5' MIN' 6 MIN. S' MIN. P/L 5 53 �' > 65 TRACT NO. 24135 4. PROVIDE 5' WIDE BY I ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL WATER AND SEWER PLANS. (SEE INDEX MAP) 3' MIN. I ' I ' 3 ' MIN. 3' MIN. 1 ' D cp 54 SS 56 5715 86 102 FILL SLOPES OVER 5 ' HIGH. MUDSILL MIN. MIN. M DSILL MUDSILL MIN. 6" MIN. qTE 81 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT 47 46 +� CARDENAS 88 SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY 45 < .: . .. 44 #t 89- PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS �_ 4 OVER I ' DEEP. A 42 41 40 39 38 90 12" MIN. 12 ' IN. 12" MIN. 26 2 28 > g1 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA ` 2: 1 MAX. 29 30 s ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH 2% MIN. 2sl MAX. 6" TVP. 2% IN. 2% MIN. 31g 33 34 35 36 37 92 GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, 21 % MAX., 21 % OAX. 21 % MAX. CORTF41 93 GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. SECTION C - C SECTION D as D 25 AVALOS 94 T. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. 0 STORM FLOWS, ALONG 24 23 2 21 2p 95 TOP OF CUT SLOPES. 18 17 16 15 14 96 e. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. 10 - RACT NO. 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY: �o $ ��: 24135.-I CONVERSE CONSULTANTS T 1-17-89 g TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TOH 35.00 t>E. ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM, ' t3, MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- 51 ' 16 33.33 +', '* ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. •° . . 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING FO t L _ _ __ �( -I►r °0.0 � �• DEPARTMENT. TELEPHONE t9050 694-6411 AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- PExxxx.x -- r r TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR FF xxxx.x sXz sX3 MODEL 504 IS IDENTICAL S �E..r ND• 2 EACH LOT. N m C 0000.0 p I-E � TO MODEL 503•0 1 f . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL 00 C o FF o 0000.0 N FF 0000.0 SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE co .4 PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM in In EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO XX XX � INDEX MAP THE APPROVAL OF FINAL INSPECTION. wwm_x .o W0000. FS _ 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. cF0000. oo.o o o SCALE : I " = 200 ' 13. FINISH GRADE SHALL BE SLOPED AWAY OOM ALL EXTERIOR WALLS AT NOT Fa FC 9 Fo I 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- Z TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED.THE ACTUAL Q BENCH MARK DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. J TYPICAL OVERALL FOOTPRINT DIMENSIONS c CONSTRUCTION NOTES & QUANTITY ESTI MATECL COtMTY OF RIVERSIDE B.Y. NO. T-2"I 15. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12" ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER 11/2'1 " BRASS DISC IN COW. CYLINDER LOCATED IM THE INTERSEC'►ION OF FRONT ST. NO. ITEM QUANTITY UNIT 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN- Z = 30 ' AND RANCHO CALIFORNIA ROAD, 1.5 MILES N.E. ON RANCHO CALIFORNIA ROAD TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD,IN THE N.V. I LOT GRADING 1 13 LOTS X 15 C.Y./LOT) 195 C.Y. SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20' ON CENTER, COMBINA CORNER OF THE INTERSECTION I ' E. OF A T' CHAINLIW FENCE, 21 ' x 151 - TIONS, 15 ' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE w Underground SerV L ce Ater PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER (� AROl1ND SO. CALIF. GAS VALVES, 40' N. OF P.P. mm 94, N. orTWCEMEfE1NE , U.P. C. CHAPTER 10. . R Robert Bein, Wittiam Frost & Asso iates of RANCHO CALIFORNIA ROAD. FIBERGLASS WITNESS POST SET 1 ' W. of rloNulrErrt. . o � ADJ. DATE: 5-13-e2 ELEV. 1125.410 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR U) CALL TOLL FREE PROFESSIONAL ENGINEERS, PLANNERS S SURVEYORS TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. U 28765 SINGLE OAK DRIVE,SUITE 250,TEhECULA, CALIFORNIA92590 lsJ 1 -800-422-4133 1909) 676-8042 OWNER/DEVELOPER 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE ` Ir THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- MESA HOMES RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST. -THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED 27555 YNEZ ROAD SUITE 200 TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. � TEMECULA. CALIFORNIA 92591 TWO WORKING DAYS BEFORE YOU DIG ( 90!) 476-7Z90 CONSTRUCTION RECORD DATE BY REVISIONS ACC'D SCALES Designed By Drawn By Checked By 5/25/14 D r ow i n No. ,4 T. ( GL AC/GL RECOMMENDED BY: DATE: CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS N Contractor Horizontal � �t� Plans Prepared Under The Supervision Of �� � AS SHOWN 3 �• t ACCEPTED BY: Q DATE s „4,,P /I'/ TRACT N 0 . 24135-3 z Inspector Dat. p X393A3-'-�T rRItVCIPAL NGINEER, FOR C ENGINEER * Ex*. 6-30-96 �' RAYMOND A. CASEY Date Complete• Vertical L, CIV\\. PRECISE GRADING PLANS AS SHOWN � 4rp CAs`\f R.C.E. No. 48393 Expires 6-30-96 R.C.E. Ne. 41880 Expires 3-31-96LOTc f _ 13 J 1 Cf- Sheet of 42 J . N. 400571 Q C 8 Q U Irv, , /� ,�� �0i0. LOT 99 OPEN SPACE /j/ c4 ,,\ \ rd- r.Jf� �}-7 0.50__ \ \\v // / / �� N%N-1 i l P 49. 72 C.O /h/ruV. 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E 1201 •0 \Vti /� h�/ / `}/io/ /� %/ /�.� /A 08. 7 FF FF 1204. 0 P VG / L J 'ti/ FG DP F C 1206.8 fit, PE 1203.3 F G f G 2 / / PC,. _ 9a. c� • \? \\/ i /� /�/ / g o o' 2 `Q LC 1 0g 2 501 k FF 1 PE 1206. 1 502 01 .0 9�.2 �� .� a F�. 208.6 C Nq1.� �.. ,l l o FF 1209- ZZ PE 1207, g / P 502 FG FG t F G DEQ� o l 113.Q8 \ ` __I Iry v E 1208. 7 6. 1 UPI . 01 .0 w A 50 FG 03. 3 - 4 FG oP T• 03.S `R�ClL_ J _ W �•!+ � �y g1 ,ti FG FG 06. 1 DE lZGO.I `''• •d t� 08 08 FG DPT. FG ''� Lo _ �.� H. r • �� +. 7 Z7, g �4�c� 07, 1203.2 ('� o1* b. �•ZO Q SCALE : 1 " = 20 ' .4 ♦, 5.a I j F.L.., H. _FL ° ct oa 50.01 - C9 0 �r 60.6 f - I Crz- ST•58 / 53.28 • / LOT 98 OPEN SPACE NOTE • - �o ALL Dt MIONS AND ELEVATIONS ARE IN FEET c+ •� a s os � Ao � Q R •�� \C.. c .rUnderground SerVLce Alert oRGNR o Robert Be'in, William Prost & Associates MP` CALL TOLL FREE PROFESSIONAL ENGINEERS, PLANNERS t SURVEYOR 1 -800-422-4133 28765 SINGLE OAK DRIVE.SUITE 250.TEdECULA. CALIFORNIA 92,1190 5T - t9o9) 676-80412 60 { S9 _ 5e TWO WORKING DAYS BEFORE YOU DIG CONSTRUCTION RECORD DATE BY REVISIONS ACC'D BENCH MARK SCALE ?FaESS/Oyu Desi ned By Drown By Checked By RECOMMENDED BY: DATE: 3113/4 CITY OF TEME C ULA DEPARTMENT OF PUBLIC WORKS Dr ow i n No. GL GL/AC Contractor Horizontal � � � � Plans Prepared Under The Supervision Of ACCEPTED 9Y: DATE: 7s)f►'r TRACT N0 . 24135-3 Inspector SEE SHEET NO. 1 ( " = 20 ♦ �93 * potty -�9� PRINCIPAL NGINEER, FOR TY ENGINEER EXP. 6-30-98 RAYMOND A. CASEY PRECISE GRADING PLANS vertical � IV %. �r Dote Completed •� N/A c4' qr C' R.C.E. No. 48393 Expires 6-30-96 R.C.E. 1100. 41880 Expires 3-31-96 LOTS 1 - 13 Sheet2 of 2 J . N. 400571