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HomeMy WebLinkAboutLot 6-26 Precise Grading T R ING RANC LEGEND �l LOT NUMBER 201 a°Po TRACT No 23125 so� Q LS GARAGE FLOOR GF=1160.00 R0 a FINISHED FLOOR �F_ 1160.50=11600 PRECISE GRADING P AN �°� a0. a PROJECT PAD ELEVATION �A INDICATES REVERSE MODELH p �pµGHO w : UNIT TYPE A LOTS 6 THRU 2 6 po$� 90, V. Q °Po o P INDICATES ELEVATION c � ' a• B LOT LINE MGM POINTAD ELEV. CURB 9 GUTTER LOT LINE //7 0' EIR I 1' sae r,� j SLOPES T T 2 B 6' SET BACK 16' 48'(MIN.) 27 SWALE -i (TYP.) '6 1160._�� �X15tIN4i Tic' 15'TYP. 15'TYP. SPOT ELEVATION 1160 00 r�r�s�¢) (EXCEPT (EXCEPT MAILBOX , VICINITY MAP TC WHERE WHERE 2� L'4 S NO SCALE HIGH POINT N.P. A A NOTED) C C NOTEDI D �V> _,^ 23 DRIVEWAY I FU G � 17 VIA vA d 16 xZ x R FIRE HYDRANT �� - TIFF Z -�� P't' 22 ~ � 20 21 18 ISSTREET LIGHTW MIN. MIN.AZ MIN. W WATER SERVICE W x o H GRADING NOTES 14 SEWER SERVICE S o �o x n N X o �2 1 1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 70, J vMgX c x IO'� J :. ... .::<- P.C.C. SIDEWALK > AS AMENDED BY ORDINANCE 457. HANDICAP RAMPS _Z:11- • G� 9 P.F. CURB d 8 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1X. DEEPENED FOOTING ___- CURB GUTTER tX1s1.A1R 1IMLVE (� 6 , 3. MAXIMUM CUT OR FILL SLOPES = 2 1. LOT 8 REQUIRE BACKWATER VALVES PER �'( � 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EOU I VALENT ALONG THE TOP OF ALL SECT. 409 OF U.P.C. PER APPROVED WATER '(R FILL SLOPES OVER 5' HIGH. e SEWER PLANS. TYPICAL SIDE YARD DRAINAGE MAIL BOX LOCATION DETAIL 5- ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT NO SCALE (CLUSTER OF 4 ON 1 PAST) N.T.S. SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS C114f 5TD OVER 1' DEEP. INDEX M A P 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA P/L ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH SCALE 1" 200' GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO 12" MIN. ABOVE PAD ELEV. ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, 5' MIN. BLDG. PAD VARIES 3MIN. ELEV. P/L GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. ' 2•MIN. 5 7. PROVIDE BROW DITCH TO HANDLE 100 YR. 0 STORM FLOWS, ALONG TOP OF 6" MIN. CUT SLOPES. 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN Vie 2' 3' ONE FOOT. 2 I MAX. 3 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF 12" MIN. PAD ELEV. 50,00 THE PRELIMINARY SOILS INVESTIGATION BY: � 2y. MIN. 21% MAX. � 50.00' SOUTHERN CALIFORNIA SOIL AND TESTING INC. , DATED JUNE 22. 1994. 7> ' FF XXXX.XX NY 50.00' TWO9SETS OF FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE SECTION A - A SECTION B - B - PE xxxx.xx ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- 171 MENDATIONS AND CERTIFICATIONS THAT GRADING HAS BEEN DONE IN CONFOR- FF XXXX.XX MANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. FOR SIDE YARD SLOPES GREATER FOR REAR YARD SLOPES GREATER FF XXXX.XX PE XXXX.XX FF XX XX.xX THAN 5' IN VERTICAL HEIGHT THAN 5' IN VERTICAL HEIGHT PE XXXX.XX 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING N.T.S. N.T.S. g 1 PE XXXX.XX FX v v DEPARTMENT, TELEPHONE ( 909) 6946411 AT LEAST 24 HOURS IN ADVANCE X X�/ /�/� XXX FXXX REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- /� TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR xxx �j XXX P/L P/L 1XXX � r XXX o EACH LOT. 5' MIN. 5' MIN. BLDG. PAD 5' MIN. XXX 11. CUT SLOPES EOUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL 6" MIN. 6" MIN. ELEV. SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE 3' MIN. I' MIN. I' MIN. 3' MIN. 3' MIN. I' MIN. PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM ERO- SION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO THE MUDSILL MUDSILL MUDSILL 6" MIN GF XXXX.XX GF XXXX.XX 4� APPROVAL OF FINAL INSPECTION. GF XXXX.XX g O GF XXXX.XX gyp• ,L �i 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. HC Q p2 3 L IS r rY� 4 ��p 3� �i ~ �r Ll�c �I TD P. 13. 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT 12" MIN. 12" MIN. 12" MIN. �,� � y�4 v � r 1 /�►L. LESS THAN 1/4- PER FOOT FOR A MINIMUM OF 3' FEET. 2% MIN. 2 1 MAX. �i �' � X MIN. 2 I MAX. 6" TYP. 2% MtN. 21% MIN. �vv `` � 4 CI106 14. A REGISTERED *CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING 21% MAX. 21% MAX. PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REOUIRED, THE ELEVA- TION ( WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE SECTION C - C SECTION D - D TYPICAL OVERALL FOOTPRINT DIMENSIONS ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. F.F. ELEV. z PAD ELEV. .0.5'; G.F. ELEV. PAD ELEV. 15. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE N.T-S. N.T.S. N.T.S. PLANT AT 12" CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN- TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS No. ITt'�u1 6tu,AMt1S`'1 uNI� SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20' ON CENTER, COMBINA- B E N C H MARK _.._-_- TIONS. 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE Q LOT GQA1Dtfi k -Lj Lo 1% Y. S cq /Lbr '3 tj C-1 PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER j RIVERSIDE COUNTY DESIGNATION: T-4-81 STAMPED ON -- -- -- U. P. C. CHAPTER 10. R. 2 8 I/2" BRASS DISK/IN CONCRETE CYLINDER. CnwSrew-lr' ,�� Ulfm( kcrloK %W9 - . --- 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR ELEVATION: 1120.588 DATE: 9-13-82 ® (bt4wrm("r T N C Va;K r4 _ _ __ _ _0 Z _ L I:'- TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 5.0 MILES SOUTHEAST ON HWY. 79 FROM THE INT- ® _ _ f INSTALL C4 QB Co�E PE/2 /�C7�/(.-Sf�Et T 3 E-4 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE Underground Service alert SECTION OF MAIN AND FRONT STREETS IN TEMECULA, THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- 41' NORTH OF HWY. 79, 4' WEST OF P.P. 1623426E © IMSPi U_ COiVc • DQ(VEWAy f EF C! ST. 20 Z � 6A RECTION OF ERRORS OR OMISSIONS SS I ONS DISCOVERED DURING CONSTRUCTION. UPON t ON EDGE OF CULTIVATED FIELD. SET FIBERGLASS REQUEST, THE APPROPRIATE ATE PLAN REVISIONS S I ONS SHALL BE PROMPTLY SUBMITTED burket WITNESS POST r N. OF MONUMENT. - .-r• . -- --- --- TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. CALL TOLL FREE & W n - OWNER/DEVELOPER /g Nb �l,' 5O'FW 65, PLACf'9 DQ l<,j'1 r�� G ti2dAN 1) I4NTIL Tt jf- CI?CMND HAS 1-800-422-4133 engineers & surveyors KAUFMAN 8 BROAD OF SAN DIEGO, INC. - C.L� �' U , Qi i�l�, . i�f� SOII. IAT O1�tL�Z- O>sLETNZIo�tt 11pj 3434 fourth are. son diego ca. k1A��A L . 92103-5744 • 619 299-5550 12626 HIGH BLUFF DRIVE, SUITE 400 SAN DIEGO, CALIFORNIA 92130 TWO WORKING DAYS BEFORE YOU DIG TEL. 1619) 259-6000 FAX 1619) 259-5108 ', IJE �j p�p^1f])'1� TQI1C�23�Z�� T 11►11 S CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY DRAWING NO SCALE QBtOFE�O� C �•!� T.L.W. M.K. T.L.W. RECOMMENDED BY: DATE: �7 CITY O r TEMECULA DEPARTMENT OF PUBLIC WORKS i Contractor Horizontal `�� L lyf� �� � \ Cs PLANS PREPARED UNDER THE SUPERVISION OF ca NU Z64M � ACCEPTED BY: � DATE: �js �7 PRECISE GRADING PLANS: SEE ABOVE AS SHOWN :� u Inspector IxP'3at.oQ DATE PRINCIPAL ENGINEER, FOR CITY ENGMIEER TRACT NEI . Vertical 4L TAT IV �'t4 TAT L. WAI /POn/g4� T. 0A)C145 � ❑ 23125 Date Completed AS SHOWN lE Qf OJ'w RCE NO. 26433 EXPIRES 3/31/00 R.C.E. No. /97¢4 Expfres 30 7 LOTS 6 THRU 26 SHEET 1 OF / /j I T R A I _ I / ,, / /0 SEE SHEET 3 20 /� ���, �crSrr�G, F,4fl / --Acr 2�12,r, �za C0.0 G P�PINj' P 21 22 / u 01 L . in 1P Ori IV, 92. / PAD �4 nJ S Ln / N T'` � Gni N OM i�z � A� ��l� ► "�l�Lj �(,�� /� � � AFF I �� V \�\ , / / • . 'f 119 SO �SS9, / // doh` N k 101.94' / / /�6 p - - ��h/ / �e`• \ �� \\\o wwh 29.58' / � � O4 //q1.0 TaB n \ h EF x`991�p 71 � � � • / • o a 1 /N//V:, W LL I I �� F L 2 c AFS I � . • • ��� o� °� \14� .0 s, %v TV' / (�9 '�� '' 9 0 .4(t 4, 051 _ . 7.22 ��� ° s� o. ` ))X31) �,-4 q�/ 91.5 O S ii9\tea \ \ v 66.39, `ti 2�� \ �►.� /�,�'/ 0� F ,� a- ' J, S "oma -�. `.1 0 ?�. J F e 9• - gp �' \ \ I �.5 • L= 84_45' - - - / L=85.58' FS- Il* '�, l" &S 9S \ x8914 Op sr Q11eiVEMAI N S \9 9�1 �S'4 � � � 00S _ - C-�, 8s63 h� � TC C �j �> C - --------0 - \� AtSg J - - 13+ - _ - 14�Oa _�' �J �c - po 0 _ ? ,// ?? R�+ove Gx/sr PR)v - - {5z• �o 8 5 + 7 - _ 15+00 �5 of 7. v 00 �,p - �.ry 0 � oI T-S � � ��� + - o� • � / o � T o o lo 14 W/05kj k NGAR A _ t' cn -+- _ _ 3 ,IN 0 eO oda oda �� FS F5 0�' I S S � �' 1• � H �h .� ' � QD ISL \ ►'� _ 69,99, FS = S2' L= 71.87 _ �S FS 0 q \0 89 GF 1185.20 D 9 L= 64.89' e•, �• � L 63 � L 24 7 • 43.07' �cS S � 0` FS hA 11\` Job I 66.00' F �S 0 �`� 6 A \ F 1186.70 N �`le"r t `,�4'1 111 w J� -9 �\ rn O A 1188.10 GF 1188.80 �. S , ��°',` d GF / ,LI E m A+ FL I I 8 6.2 GF 1187.40 1 + I B L%0.i 7,S GF 1189.50 Y'' Q V G ry (I �� //8(o�Pi �'L• /�•I jD�B FL �� // •87DD GF 1190.20 I1$�{• c' phi 8b,3,c� //88,9 F 1190.70 /I 7. ��� FL 18�.'>` S //g9. f o(j - � . . 0 I Bw 1 _ -V .a PE � - AR 0 � /B9 (oTbli q ICL. �. r" F1 1g 00 I FFLU o } 11 B 8,0 Q ./ FL_ • 86. 70 118720 3 M Q v I k F L PE 1189.50 0 T.5 AR o • ` PE 1187.40 _ FF 1188.60 gi 2 F FF 1187.90LP7E11 88.10 FF 1190.00 5 //8 , Ir/D , Y109.10, F L- _ 11 167• PE 1188.80 T/B PE / ,2 �,N _71O FL 13 L . 1 FF 1189.30 /l FC I I a CS g FF 1190.70 1020 i► oe /90 s I� o f o o N o •r 1 PE FL 11901-20O / 74.00' ` N \\� •} I� v '\."f' " 1p/ FF 1190.70 it 1'� DFL Xb S 83-41' eft �� s8 f 8 ��� ` • • �� • 1� 67.14' .84' h eeB g95 9 0 2 65.00' •9S X02 � 2 2 r 1 1 66.00' T r Rrl\ 0 , 2 3 12 J :_� N4 - 106.1,9' so Roues y Geo C T 23 /25 q� NOs / CONSTRUCTION RECORD DATE BY REVISIONS ACC'D F��tESSlO DESIGNED BY DRAWN BY CHECKED BY SCALE C E w yrs T.L.W. M.K. T.L.W. RECOMMENDED BY: DATE: / 23CITY O rC T E M E C U LA DEPARTMENT OF PUBLIC WORKS Df,A WING NO Horizontal � � Contractor PLANS PREPARED UNDER THE SUPERVISION OF ector AS SHOWN �v Z ,`ACCEPTED BY: DATE: 460 PRECISE GRADING PLAN:Insp ��� � DATE PRINCIPAL ENGINEER, FOR CITY ENGINEER TRACT N 0 . 23125 Vertical '� 1 ► TAT I. WAI Rn�1As`ii T. PA-�KS Date Completed AS SHOWN Eof C10.\�� RCE NO. _ 26433 EXPIRES 3/31/00 R.C.E. No. "( Expi0es 30 1 LOTS 6 THRU 19 SHEET 2 OF 3 SR4-PP3 4 3 47.80' \ ti \ � o frLn 1 \ s • 23. _ FF k�°ao Z2� � 23 DKIr 0 Ilk P /?Z? 5 tae 6s, NOTE: 1 ` EXISTING COMMON AREA MAINTENANCE ASEMENT ^ DEDICATED PER TRACT 23125. SEPERA PERMIT C� \\`� S REQUIRED FOR CONSTRUCTION OF ACCE S ROAD N `'QX V �� 1 OVER LOT 27 k ,�'��� 0�`p(' �If `gyp L=ff 2.3 ti _ l OP Cu I.L. ro NOT A BUILDABLE LOT UNTIL E EXISTING COMMON AREA MAIN NANCE M :31" EASEMENT HAS BEEN VACATEt 0 titi ° f 0) a [•7 N I �' 2�• v) f \�., � � ��� 9S• 4 N ul115.00 , lbry � Li 7�1LIN Cu Cu 27 %P r9 W 1 ! o . N O 1 Wf ' -----1--Z i 124.35 �1,�' Qj lC 7 b� _ _�t W TYPICAL HOME ' � SCHEDULE AO PVC 1AItAIN PIfE �1 • Iv � �0 � •. � O (SEE NOTE U � lop, � r ----J wi ,n C' ' HOWPROPC NIER'SLINACCESS ROAD DE IGN PER ROUGH t"� v N 8 f 1, +o 9 S ` 'Z Q to 0 3 GRADING PLAN ni N 2�.2 > > �S c`� IZ- Z 3 I CITY RIGHT-OF-WAY Noo c� 1411 ti .�G ` ZZ 3 V EASEMENT (VARIES) I'll1 11i Pli CLEAN-OUT CONCRETE CURB tL $ N N 1 II (RECOMMENDM SIDEWALK N 00 LEAN-our "_ I - -- SZt (RECCM►4ENDED� „ • � — ,ti r1 � •�J� l� � �A` ^� 1 19 ry s CV SEE N13TE 2 SEE DETAIL "'� yl � L p 1� CURB FACE — -.ter _j ` \X PLAN FINISHED GRAIX CITY R1W IT VAT EASEIRM CVARIM SCF! 40 PVC DRAIN P1lE �_. N �► N �" �+ O uOj ON I (SEE NOTE D L= 62.00' - 116.39' �, �� In (7 4 h (��� N N CURB FACE 2' MIK 41 ` N N END OF PIPE I' BACK CONCRETE SIDEWALKr \ 111, N ^ -a O !� CF CURB FACE — 1� (� a li 3•�Si v (UAA 1 1/2 LIP 1 CLLAII OUT AT It CRECOMMENDED) Q� � .� �.� 2 125 iw+P�za�C ►r Pc. S N ��0ybt 3 oyc T X214.3 lop �.z6 1 SECTION A - A I � _ - - _ q� p �>Ny ��� . � o21+00 21+6 . 78 SCHEDULE 40 PVC DRAIN PIPE (SEE NOTE 1) \ / T N 2pp - � \- �/ 1 N _\3A -BIND - Q- 1 c ic SEE NATE E DEr NOTES, '°`� 1 CNV L DRAINS SMALL K 3' MAX) PME DIAMETER FOR 6' MMM CURD FACE. An 4' 01AX) PIPE DIA"ETER FI1R - 61 HIGH CURB FACE AND GREATER. OTHER SHAPES AND SIZES AS APPROVED BY CITY ENGINEER. 2. NO CORES SHALL BE PERMITTED IN DRIVEWAY APRONS OR IN A LOCAL DEPRESSION G!TA/L c1/Rf3 CORE wZcc�t#0U T r Rfl-\ �` r 1\1 J . 2 J 12 J 2 No 3 CONSTRUCTION RECORD DATE BY REVISIONS ACC"D F RECOMMENDED BY: ATE:DESIGNED BY DRAWN BY CHECKED BY DRAWING N0 SCALE �i� CITY f r TE M EC U LA DEPARTMENT OF PUBLIC WORKS T.L.W. M.K. T.L.W. L. Contractor Horizontal � � PLANS PREPARED UNDER THE SUPERVISION OF 1111111111111111211 / ,ZZ ACCEPTED BY: DATE: / �`f PRECISE GRADING PLANS AS SHOWN Inspector i + DATE PRINCIPAL ENGINEER, FOR CITY ENGINEER TRACT N 0 . 2 312 5 Vertical AT L. WAI "RLP -S. PAVOcS t Date Completed AS SHOWN 0QFr RCE NO. 26433 EXPIRES 3/31/00 R.C.E. No. Ig144 Expires 9f 3�(9 LOTS 20 THRU 26 SHEET 3 OF 3 R4 F'F'4