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HomeMy WebLinkAboutLot34-42,65-68 Precise Grading LEGEND F : A C 0 <f 23 .1110 3 3 1 -- - No PMT TOP OF CURB 0000.00 PAD ED.V41 T.C. A P R CIS GRADING D A N FLOW LINE F.L. rim se Z HIGH POINT H.P. m A F I N I SHED GRADE F.G. I%MIN, IT TYP1 IASF 4 P 1%MIN. 15'TYP, VIA RAMI F I N I SHED SURFACE F.S. 51 "XCEPT B 5' 5, B � C 5' C PA(ft MIN www MIN MIN � MIN PROJECT GARAGE FLOOR GF 0000.0 N� SITE 55 R[UD PAD ELEVATION PE 0000.0 z z z 54 2 24 X ` � 26 23% O- FINISHED FLOOR FF 0000.0 22 5 57 l� WATER SERVICE W _ 58 78 1 27 21 19 p®plop �s- M z �lotN o ao z o 8 60 59 77 79 2 20 III SIW DIEGO R� j SEWER SERVICE S �� N \ � x X 601 76 80 3 28 35 / CPp1►.A AIR VACUUM RELEASE VALVE (AVR) 6275 81 4 17 29 3 34 / 42 My, 79 wpY 3 / � FIRE HYDRANT XCY 63 64 74 82 -OFA, 23 4 4 43 41 TYPICAL SIDE YARD DRAINAGE 45 73 S3 1 3132 DRIVEWAY VDISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE 44 94 5 52 4 40 \ VICINITY M STREET LIGHT 5 CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. �� 43 72 84 93 95 6 15 53 51 39 � 71 a5 92 � 14 54 1 NOT TO SCALE SLOPE I 13 � 50 46 38 70 86 g1 96 8 55 EXTRA DEPTH FOOTING 69 9 7 12 49 9 7 37 87 S 90 9 56 ROAD INDICATES AMOUNT OF ��' 9 1 _ GRAD I NG N EXTRA DEPTH FOOTING S1 TE 19(3 66 73 _71 -- 100 101 10 83 1 57 65 1 . ALL GRADING SHALL CONFORM TO THE LATESt PROVISION OF THE CALIFORNIA ACCESS RAMP M 33 32 0 67 72 BUILDING CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. 31 1 10 OR 12 9 10 30 29 28 103 54 68 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%. LOT NUMBER r_71 6' 0 11 27 63 DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND SHALL BE 48 1 fi" W 12 13 25 104 105 59 Ig 71/ / CONSTRUCTED A MINIMUM OF 2 FROM TOPS OF CUT OR FILL SLOPES. INDICATES MODEL M IN. TYP. Q 12" MIN. ABOVE PAD ELEV. 14 15 - 60 fit I � � 16 17 25 � r�,►cr +� 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . UNIT TYPE 4 I MAILBOX 12" MIN. , 18 24 61 �� 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL B (TYP. ) CLR. ROUND OFF TOP 63 a 19 23 3 3- 57 74 FILL SLOPES OVER 5' . HIGH. I (FACE� 62 OF CURB To F OF POST) � 7 6 5 INDICATES ELEVATION OR (6 BACK OC CURB TO O of POST) P/L 4 22 58 75 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT WATER BLOW-OFF 5' 9 3 2 20 fit 60 59 SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY 1 52 78 PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS P.C.C. CURB 21 51 77 OVER 1 ' DEEP. INDICATES STEP TO GARAGE FLOOR SIDEWALK 50 76 GUTTER .� 17 49 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA (GF = FF - STEP) 72 1a ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH MAILBOX LOCATION 613 19 53 S E C T I 0 N A A 20 21 22 GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO THIS LOT REQUIRES A BACKWATER DETAIL N 5 4 3 64 31 4a 30 7 54 \ 80 79 GRADE, ELEVATIONISSUANCE OF THE BANDDING LOCATIONIT.OF CUTR/IFILLTION SLOPESHALL BE TO LINE, VALVE PER APPROVED WATER AND BW FOR REAR YARD SLOPES GREATER 6 2 1 32 2g 2a 27 47 ' SEWER PLANS. PER SECT. 409 OF U.P.C. N.T.S. THAN 5 IN VERTICAL HEIGHT I �L 16 26 25 24 - 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG 23 55 71 5 33 46 TOP OF CUT SLOPES. I 7 1 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN O 8 9 4 45 ONE FOOT. 0 11 12 14 3 35 36 37 38 39 40 41 42 " 5' MIN. P/L 5' MIN. 6" MIN. 13 43 44 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF 00o 6 MIN. 3' MIN. 1 ' 1 ' 3' MIN. I THE PRELIMINARY SOILS INVESTIGATION BY: 10- MUDSILL MUDSILLMIN. MIN. MUDSILL PETRA GEOTECHNICA ON PTEMBER 23, 1998 0 TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE n It _ ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- 0 I NDE MAP MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- Es ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. s � w 12" MIN. 12' MIN. SCALE= 1" = 200" 0 THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING o DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE O u7 2% MIN. 2: 1 MAX. 6" TYP. \,__2% MIN. LOTS INCLUDED REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- m 21% MAX. MIN. 21% MAX. PLAN TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR 00 1 � PLAN - PLAN o EACH LOT. SECTION B B 2 Lo3. Go 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL 45.00' � 47.00' SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE X PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM 45.00' EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO THE APPROVAL OF FINAL INSPECTION. MIN. P/L 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. E 5 3' MIN. it CONSTRUCTION N 0 TE S & QUANTITY ESTIMATE 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT n MUDSILL MIN. " LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. o 6 MIN. TYPICAL OVERALL FOOTPRINT D I MENS I ONS NO. ITEM QUANTITY UNIT r- 14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING — FAIRHAVEN . 10 LOT GRADING ( 13 LOTS x 15 C.Y./LOT) 195 C.Y. PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- o ( PRODUCT 1 ) TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUALIr- " SCALE: 1 ' = 30' . DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 12 MIN. 2: 1 MAX. MIN. 15. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE 2% MIN. fi PLANT AT 12" ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER 21% MAX. 15 IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN- o �+- ~ TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS m SEC I I ON C — C SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20' ON CENTER, COMBINA- TIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE 0 PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER o U.P.C. CHAPTER 10.R, ao 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR w Underground Service Alert TO COMMENCEMENT OF ANY CONSTRUCT I ON/GRADING. Ln 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE CL Ment &h% Yilliam ftsi & Asswiates THE APPLICANT AND H I S ENGINEER FROM THE RESPONSIBILITY FOR THE COR- PROFESSIONAL EMINM?S, FLAMERS k RRWYORS RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON z 27565 W WD, SIE. 400*NEI W CA. 9n1 BENCH MARK OWNER/DEVELOPER REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED Q CALL TOLL FREE (909) 676-8042 , FAX (909) 676--7240 TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 1-"800-422-4133 RIVERSIDE COI,NfI'�SIWI�NTIOIk T-27-0 21/2'NRASS DISC IN CX.CYLINDER STAM9 T-", RICHMOND AMER I CAN CD FU THE INTERSECTION OF FIT K ST.AND RAICNNO CALIF.0. 3.4 EB IWWAIUF M 104 W. GRAND AVE. , SUITE A RM CALIF.RD. M'l RMM OF RHM CALIF.RD. 13�SM OF A 4'2 M MIL FENCE,2'ESI OF POWER POLE#175113E. SET FIEIER6L.116S WITNESS POST 1'WXY ESCOND I DO, CA 92025 OF OW• o ADJ.a>E 9-13 2 ELEY. 1215112 (760) 145-1605 LDOO-060 GIR 0 TWO WORKING DAYS BEFORE YOU DIG Ir- CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK pIESS1 DESIGNED BY DRAWN BY CHECKED BY Drawing No. SCALE Q� �H�� JT JT MT RECOMMENDED BY: DATE: C I TY 0 TEMECULA DEPARTMENT OF PUBLIC WORKS T AN,y HORIZONTAL �`� �� F� �� Plans Prepared Under The Supervision Of Q Contractor ,� r" m ACCEPTED BY: DATE: oa TRACT N0 . 23143-3 SEE ABOVE AS SHOWN EXNo•60132 �~/�/�OiD DEPUTY DIRECTOR OF PUBLIC WORKS r PHASE 4 Inspector Date: o �c a} RONALD J. PARKS .v .ii•.•ir VERTICAL ":A cl l\, N� JOHN D. TANNER I I I A....A.,.x& PRECISE GRADING PLAN Date Completed et ed �lF ���`� 60132 Expires res 6-30-DD R.C.E. No. 19744 Ex i res 9-30-01r''f 9 T I TLE SHEET �'�P R.C.E. No. p P SHEET 1 OF 2 N/A pF G I,�1 LOTS 34-42 65-68 BATF PRFPARFD- nR/n5/. �S PE 1254.2 PE 1253.7 '1 61.01' .�S PE 1253.3 3 [� PE 1252.9 62.01' 45,c .72' ( 50 ) TS ;SG EXIST. 2: 1 SLOPE_ k� PER ROUGH GRADING �? F PLAN ISG ' PE 1252.3 19. 116 0 41. E � 9 1 3 \ IM N. 41.0 U-) °DFL-HP c I 6 CF) in CK) 0FL-Hp N -H , �" FL ^� ��co z _ 42.6 0, ,,� cr ALO . �\ FL-FF Pr) 6-4 �. z .� 7' N 8.25 _ \ b ��. (0 10' �S PE 1251 .6 ��� 7' N O� � 0 t 8 F 12°6 •` \ \ °o. PE 1240.6 � FF 1241 .8 � F � 3 �' PE 1241 .3 a"�C� 7 �• FF 1242.1 � FF 1243.4 - 3 .25 PE 124,11- $ ? '��,`� PE 1242.9 CD Q A3 be �G O \� � o LO a f / off" GF 1241 -3 FC' �•' 1 S G �, �G oa �rti Ilk h i� 7GF 1241. 8.25 GF 1242.9AN W OD rn '�' 7 at �° Qf w •x.15 ��� 1.0 © o• �• mss, d* � N •�` v (� N n cn bILN 0 Ir- ��N "� N -n �p '� n` V)a (n cwj s $ V- `` �` h' 44.35 �" 50 Al ��- r \ �, FF �� '�'4 \ 61.00' w 61.50 44.52' , RIM o� 60) STR. LT17.49 �, p�W S ra '1 �` 4�. �•r rn . . 111 36+39.55 0 gip • p W gg oo ,^per �, N �� S?0 C T 40.2 Ro \ 6 5. / J, • ca 030' D W 37+13.71 s 37+ 40.84 2 5 `fl w er ` So/ OX �3 � 0 28 D/W TC 3143 36 S `� / 30 D W TCO RI PER �R 2 2•g3 47.3 �• a°°t 49 40.6 �� w ,�s r� m � c° 37 S �� � �5� �` � Fz S J'•r' o, G � FG I 38 EXIST. - 1 . 11X -- 27 14 •� o ` •t., �C� o �C GUTTER 36+22.08 �� 100' V.C. 43• $ �`L�� 1 �� ' '�� �°� '��' 14, F O 36+96 . 10g5 00 ,�, ID 3r CaF S F '�� �' ,��,`� 38.71 W-- 28 D/W N 30' D/W 37+55.47 38+08.46 •� 1 • F• 1 o00 30 D W 26 D/W W 41 .77r N "� '�� ��` 2 ' TC - $ `J `~c� �l• 50.2 S S - JuN `* s � TS 0 0 46.0 o o W.001 CP A 14- .oo' bro 4 0 49.79 S 0f � ` 1S 60.oo' 00 u7 LL. co n! �1 os N r" N ry 6 �� ' �� 6 N o0 N �j l� O O '� 1� N oo J ,1 FF �� " \ o _ � M .rte cn 7.5' N G' • N N aD FG $ `'� ``� .r �" Q� row � DcO� �� �� o N a N as N �° cO 43. °' �t 4.5 5 °' �' �� 'y ��� 00 11, GF 1241 . 1 (o n co cod h • r: FG ° �' "7 GF 12A o o, ,��, , ,rti \ QF. �,' 8 ry GF 1242.5 k'ti ry' "�� 48.4 50.2 0 �' v` •1 o e� GF 1243.3 0 �, '.P ,� © '=,�Z �'1 TS o ro ,JGF 1241 .7 h 5 a A� CID En b � " 46•5 o �� � ' o 6.412Q� ag z .3 f .2 1 �,, 2 2`�,`,Y FF 2&6"0 j `& 1 I � 9 � 1 0' o 7.5' 5 .2 S� o 3 z 7, 2 ® z z 1 \ F.�'�S O�G�� 0 AR CR � P1� PE 1240.4 z z o CR 4 � � at 1245.0 �''rs Nay FF 1241 .fi ��/ FF 1243.0 z FF 12A4.5 12, ,y Cr. •� \ QQ'��•O '� Ik vi �` ae � 5 •� 1243.8 L . PE 1241 . 1 c r t- FF 1242.2 �`L FG PE 1242.5 �' FF 48.4 '��'� w k�• PE 1241 .7 c 8 �• PE 1243.3 4 F, k �� 4g. e• TS Q X 7.5' �` FCa 8' z _ F.� at LP z z U') E M L g at Z v LO -H N .2 - N � 44 \ N r N N + g =42-2 I a - 1 41.4 ' FL-HP 8 v' I ao o � 40.8 � I r� �: z ►�• S FL-+f N I o '� s •s N �� I , ^• , o 6o.ot' FL-HP 60.01' 43.0 1S •� �• o so.oo �s FL-HP TS •S 69.30' 76.03' (4Q) ,s. ;�s EXIST. 2: 1 SLOPE PER s � 13 ROUGH GRADING 12 �o a (MAINTAINED BY TPLAN Irl . ari .C.S,p. ) < N (30) 00 T j w QD R/W Q � Cn (20) z BUTTERFIELUnder round Service AIert 20 0 20 40 60toD S co PER PUE ROC)C= I14bbert �t TA Ilzllzam Frost Assacsates n A.D. 159 A D 3: PROFESSINAL ENGI0M' R-MR t5 k WVEM EXIST. GRAPHIC SCALE a CALL TOLL FREE ��YN7 OD S1E. x•MEM CA.(909) 676-7240, k GUT TER URB aoo 1-800-422-4133 a EXIST' MEDIAN CURB Ci LDap-0�3U Q �- TWO WORKING DAYS BEFORE YOU DIG LD00--060 GR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE Q OfESsjot DESIGNED BY DRAWN BY CHECKED BY Drawing No. n I REV/SE0 L-T CaG fe, Mo�-RACVS � � �o TAN '� JT JT MT RECOMMENDED BY: DATE: CITY 0 E TEMECULA DEPARTMENT OF PUBLIC WORKS N � Plans Prepared Under The Supervision Of Contractor [ TGs FR�•,Ir s�,r HORIZONTAL �� o� �� c^y SEE SHEET N0. 1 1" 20' No.60132 `� ,�r�^ ACCEPTED BY: DATE: da If TRACT NO . 23143-3 Inspector Exp 06/30 00 - Dote: T ,7 DEPUTY DIRECTOR OF PUBLIC WORKS PHASE RONALD J. PARKS '`' SE 4 `rf 1 1�- ��! JOHN b. TANNER III VERTICAL Y+ 1"' �;A PRECISE GRADING PLAN Date Comp I et ed 'lF OFC k`1F�� R.C.E. No. 60132 M Expires 6-30-00 R.C.E. No. Expires i r es 9-30-01 �� NSA pP r, gees-. LOTS 34-42P 65-68 SHEET 2 of 2