Loading...
HomeMy WebLinkAboutTract Map 30088 Lot 15-17, 26, 27 Precise Grading GRADING NOTES Tract P43 8 8 1 . ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING 0 ■ CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. �v ■ ■ 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGE 15 215 .� �j• SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED reci C ED A MINIMUM Gr a in I n OF 2' FROM THE TOP OF CUT OR FILL SLOPES. 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . HA 9 OT 15 179 6 AND 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. Cl" ty 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT na emecula , Sta e of Ca11' fErni 15 a SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY E PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1 ' DEEP. 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA HA RVESTON SCHOOL ROAD ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO L E G E N D ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT FILL SLOPES. 0000.00 TOP OF CURB � TC r- �.��� 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG FLOW L INE TOP OF CUT SLOPES. %/� 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN HIGH POINT HP ONE FOOT. ;F�,1 r/�;�;:;ii; 7 FINISHED GRADE FG jZ3 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY: LEIGHTON AND ASSOCIATES TOP OF GRATE TG ``J VICINITY MAP Ar ' DATED AUGUST 15, 2001 . NOT TO SCALEI ' TWO SETS OF THE FINAL COMPACTIONREPORT SHALL BE SUBMITTED TO THE INVERT ELEVATIO IE Z ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- H IGH POINT MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- FINISHED SURFACE FS 3 1 i/i' ✓ Ar/ ,;�/ , ,' ; ';,,��;!''', '006 PAD ELEV. -0. MIN N. ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. �� �,, �� �,, A GARAGE FLOOR GF 0000.0 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE DEPARTMENT, z REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- PAD ELEVATION PE 0000.0 TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. FINISHED FLOOR FF 0000.0 11 . CUT SLOPES EQUAL TO ORGREATER 110.4�. �,�- Q THAN 5 I N HEIGHT AND C ( (per SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL WATER SERVICE / ,�;�;: /,t VARIES $ AR I S*�k�K $ C RIE SC VAR I ES SIX BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY I N ACCORDANCE WITH CITY DEVELOPMENT SEWER SERVICE �S .j� �;,;/,; ;i,'' r., '''� •Z►�O CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 3 PAD PAD DRIVEWAY %,!%'%r-i;'' / FF FF z Z H 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS 3 BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS ZS ` ■ MATERIAL. SLOPE 1 / 40 r 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN 9 37 MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. LOT NUMBER 11 Z �� z z PREPARATION SHALL BE APPROVED BY A REGISTERED CIVIL ENGINEER PRIOR TO PLACEMENT 0 Art ? 00 o °0Z OF FILL MATERIAL. UNI T TYPE/ELEVATION 1 3 36 0 10xx '0zx 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF Aj �i 316 PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL INVERT ELEVATION IE S 35 R W SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO 32 ADJACENT PROPERTIES. BACKWATER VALVESBw �, o TYPICAL SIDE YARD DRAINAGE 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED 3 4� * DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY BY THE DIRECTOR OF PUBLIC WORKS. ENHANCED ELEVATION TYPE- EH �, �� 33 WHERE: 18' MIN TO GARAGE DOOR AND 10' MIN TO BUILDING. 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE AMOUNT OF EXTRA DEPTH DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE oo � CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE FOOTING REQUIRED �,; �� VARIABLE SIDE YARD SETBACKS MAY BE PERMITTED PROVIDED MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO '- 3 � THE SUM OF THE SIDE YARD SETBACKS IS NOT LESS THAN PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. EXTRA DEPTH FOOTING 7771 10 FEET AND THE DISTANCE BETWEEN ADJACENT STRUCTURES 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE-TENTHS ( 1 .5) 2 IS NOT LESS THAN 10 FEET. FOR FRONT LOADED CONDITIONS A SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT MINIMUM OF FIVE-FOOT SETBACK AREA, FREE OF ARCHITECTURAL AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. 1 ENCROACHMENTS SHALL BE MAINTAINED ON AT LEAST ONE SIDE. 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING R PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA-- 6" MIN. VARIES *** VARIES *** 6" MIN. TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- 3' MIN. 1 1 ' 3' MIN. TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL / 6" MIN. MUDSILLN MIN. MIN. MUDSILL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. MUDSILL CONSTRUCTION NOTES & QUANTITY ESTIMATE IN GARAGE AREAS FG 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES NO. ITEM SCALE: 1 " = 100 ' SILL IS 6" MIN EXTRA DEPTH QUANTITY UNIT GARAGE FLOOR OVER 15 IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE T ABOVE GARAGE FOOTING PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS LOT GRADING (5 LOTS x 50 C.Y. 250 CY T FLOOR SLAB =PAD ELEV--FG " SHALL BE PLANTED AT 10 ON CENTERS; TREES, 20 ON CENTER; COMBINATIONS, LOTS INCLUDED 12 MIN. 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT Q INSTALL 3 P.V.C. SCHED. 40 PER PLAN 55 LF WHERE NECESSARY 12" MIN. IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER 3 INSTALL 6" GRATE PER N.D.S. NO. 40 OR E UIVALENT 5 EA GARAGE D 2% MIN. : 1 MAX. 6" TYP. \\_ 2% MIN. 10.R. O Q 21% MAX. MIN. 21% MAX. 4Q CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL SHEET 2 5 EA 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT SECTION B-B LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. CONTRACTOR TO VERIFY: IF THE SWALE FLOWLINE IS LESS ° 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR 42 �i 47.5 45.5 THAN 5' LATERALLY FROM FOOTING, THEN THE FOOTING BOTTOM IS M TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. A MINIMUM 6" BELOW SWALE FLOWLINE. (SEE SOILS REPORT) oD 1 e e VARIES P/L 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE *** THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- - _ 12" MIN. ABOVE PAD ELEV. 3' MIN. 1 ' 000 RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON Q; MUDSILL MIN. " Y REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED 14- ROUND OFF TOP 6 MIN. w TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. " o FG . oP/L 2a o 5 0 E` 3 A p0P FOOTING o TYPICAL FOOTPRINT A�,90 QED =PAD ELEV-FG 2: 1 MAX. o 'PAF � WHERE NECESSARY " a SCALE: 1 " = 40 ' �y�G �' 12 MIN. 6 MIN. M '1:•, 2% MIN. Cb SECTION A-A 21% MAX. S �+ V)FOR REAR YARD SLOPES GREATER E C TION C-C THAN 5' IN VERTICAL HEIGHT SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES w UNDERGROUND SERVICE SOURCE OF TOPOGRAPHY OWNER DEVELOPER 0 ALERT PLANNING ■ DESIGN ■ CONSTRUCTION BASIS O F BEARING NOTE CONTRACTOR TO VER I FY: I F THE SWALE FLOWL I NE I S LESS RBF CONSULTING THAN 5' LATERALLY FROM FOOTING, THEN THE FOOTING BOTTOM IS ir 27555 YNEZ ROAD, SUITE 400 LENNAR COMMUNITIES THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42'51 '35" WEST A MINIMUM 6" BELOW SWALE FLOWLINE. (SEE SOILS REPORT) i CALL TOLL 1- ■ ■ ■ 27&55 YNEZ ROAD,SURE 40o TEMECULA, CA 92591 391 NORTH MAIN STREET, SUITE 301 FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN Z 1-8�0-422-4133 ��`,o A 92WF4679 CORONA, CA 92880-2006 CONSULTING 9.676AM • FAx 909.676.7240 ■ wwwPOB .com (909) 676-8042 ON A MAP OF TRACT NO. 29286, MB 298/86-89. Q FIELD VERIFIED (DECEMBER 1999) (909) 817-3600 0 i TWO WORKING DAYS BEFORE YOU DIG D03-106GR Q CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK DESIGNED BY DRAWN BY CHECKED BY ca SCALE ��pIESS10��! ��� Drawing No. o p C JE RLS/JE RJB RECOMMENDED BY: DATE: CITY QE TEMECULA DEPARTMENT OF PUBLIC WORKS Q 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN ���, , ,�N C. hr �� Contractor CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL '� PI s Pr a e Under The Supervision Of C, COUNTY BENCH MARK T-46-81 RESET 1997" ,� PO EASTERLY OF THE CENTERLINE OF SR-79 AT 1 " = 100' w No.63494 r^ ACCEPTED BY: DATE: Zo ►� r PRECISE GRADING PLAN o Inspector THE SOUTHEASTERLY CORNER OF THE BRIDGE _ ��a%a �4 Date: 1^�` DEPUTY DIRECTOR OF PUBL I C WORKS OVER SANTA GERTRUDES CREEK; 4.5' ATTHEW C. H I S RONALD J. PARKS Q � TRACT 30088 NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL f CI t� �� PHASE 8 Date Completed CONCRETE S I DEWALK. 't p� :::: a ELEVATION = 1097.163' N A F OF C A���` R R.C C.E E. No. 63494 Exp i res 9/30/06 R R.C C.E E. No. 19744 Expires 9-30-05 ',�, a / ,.w LOTS 15 179 28 AND 27 SHEET OF 2 � R/W 4" WYE AS REQUIRED - / --- 5t up INSTALL - FL OF PIPE 1/2" " SIDEWALK REMOVABLE - -- -- ` `- - ABOVE GUTTER 6 PLUG FLOWLINE � �.- INVERT ELEV. A 4 PVC - - _ �•- RO A PER PLAN J _ _- T gNC�'IOO � S ---- � ---- -- ✓'. '' � .:,�•. :. -_ • INSTALL POLYETHYLENE �_: �':= '."s _ '`• PLASTIC JOINT MATERIAL '•- •"�: "QUICK JOINT" OR EQUAL ----- 7/ �•.� 1 1/2" MIN. COVER INV ELEV PER PLAN k..�••�::.�•-••;• Y,_ _• �: •-:;_ : t':t-_ � � �. CURB k GUTTER ._� r,:.. - K:. ;'• -- / ' 1 I -r •s' .,-.' J,,,1 4 " " 4x4 x4 TEE 3 x 4 REDUCER '' �• • _ '� -- .. ..- r+w • ••�1- - mo"""w+ w 1 3" MIN PVC (SCHEDULE 40) 9" 6" ! , ! \ 1 I rL11 40 PE 1118.5 _ 41 44 r PE 1118.7 I 1\ 31 I I 8 PE 1112.6 1 .82' \ } l 1 � 39 � \ 15.6 I I PE 1118.0 16• \ 19.7 TS I r 01 TC \ TSS o S • ` I I 44 � I riii o+ I _ TC rn � 14.4 r • j 16.37 TC t o 13• I r � 14.6 15.6 I 16.25 , ,M'L FG TS ` l 15.75 15.83 TC I '� - 14.B \ f y N TC TC � 30 � FG 6 17.05 PE 1113.7 1d I " TC � : 1114.8 I SE'wER X1'1 F'E s� = 1115. FF 4 .6 I I R=869.00' � � � � 1114 � z. �-1 � ,4.6 - , 16.23 HUDSON COURT 4 1 � 13.5 � TC " 1G� 3 wA ER- � � � 14.6 FG FL-GB � I I Tg FG 16. GF'-w4 16. •� ao I9 26.73 (� /.�. S 16.61 14.6 FG W ^ _ TC 11 6.65 4 - 14.6 I I I + (0 11 6.19 IE 16.75 / FG I oTC LO c�1l �1 ' J N` Of I 11 � / 1113.11 TG � I W 39.99 2 •- S M o'. / \ / 3 1112.61 IE ap 12.89 y V 1 16.53 _ 1 • p �5 Z.ZpS _ Q ; FS 11 T 2 I 16.61 3 1 683 G � 28.2 19.7 63•�, - � � J ao k FS 1116.33 IE 8 17.06 TS \ I � nl .� 8• N 4T & $ fFS 12.78CL ►- to ooh' 116.91 - 29 ZX � FS 15.6 45 18.2 ao 1116.41 -.. 16.99 / • TS 1 r- 11 \ � I z 18.92 FG FS PE = 1114.8 -� •�'�� 18.2 18.7 �t _ r 2 1112.85 TC \ I O GF= M 1 / 4 6iv '1 i 1118.5 FG FG I 11 2.39 IE \ 10 M12.86 �$ I _ \ ` I 18.2 � _ 18.7 � � I a TC FG 2 FG 18.7 / TRIP ( I a W A I FG �=1119.0 21 . 1' 13.15 , .4 Q I rr R 13.20 2 9 I 8 / TC I ` rn I 18.7 ► 1TC 3 1 TC ` O -z 1119 �+ -- I ' = 11 •0 z FG a '� a I 1 3' 33 18.2 I = Q-ti 12 5 tk7� FS 43• ( Q o 1119.5 CH ^ �" SEWER 1 M 20' 13 18.2 _ 1118. HUDSON GO RT , _ 20 � 5 6 3 - 5 18.2 FG I I . R=1500.00' 4'- FG 18.2 18.7 - 12.34 o cn 5 13 6 (Z§b c14 FG 6 FG ?• 1.06% TC w I Q S/W a 18.7 r / " I - - FG 13-2V-- WATER r !� - 0 o 0 (V N � � _ - - .-:. TC 13.18 MOW 3, � STR I P m _ / TC N r 18.0 _ ? o , 28 1113.16 TC 12.53 A FL-f "r * N 11a• PE 1115.6 9 1112.70 IE 4 12.83 TC _ 03 19.2 cv vs - TC / 1 II •8D, TS °� 19.7 N 18.5 - - 1 p 12.85 111 .79 TC 4 60.34 TS FLS / • TC 111 .33 I E 47 I I S �2 N 9 68.80, 2: 1 SLOPE .� „ryo`y 13.24 3.0 ' / 12.75 �6' ' 1 _ I 10 1 • 2x^ti '- FS 13.12 2 S FS \ I FS _ 52�7� 12.87 • 1 v �} � 4,. o �? 1113. FS TS I l •114.96 0555 1 vs r~ N Mb 14.9 �FS�B I © 0 1112.5,5 • c� 0 F o , .28 C3 v G 13.4 I ..-.. . ,. I Will 8 FLAB ro - 12 43• 1 -•- - GF=1115 CV ) 1 �� 1115.2 I I �6• _ _____ ��- .? - 14.5 GAS) '�1 �___ �� �i 14.9 FG 14.5 1� 80 I f + I -12 I ( I (8" RWM -__ 11 _ `- -� `�` -�� "�` 1115.5 I �' 14.9 FG 5, q, I FG GF=1114.8 - FG 14.5 -{g" SEWER)----- cv-- _ - 1'1_ FG HARVESTON io z-DRIVE z I I ,) J - Cn EW � I l (; o 14.9 = 1115.7 cl o 0 FG � 1114.9 14,5 rn 14.4 14.9 I �- 14.5 j�Z _ k • 8FGFG G 13.9 o W pN ENHANCED REAR ENHANCED SIDE BACKWATER FOUNDATION CATEGORY o 14.7 LOT NO. ELEVATION ELEVATION VALVE 20 0 20 40 60 FL-HP t4.3 I f I o 15 -- -- --- I I i� FL-+f , cv II J o 16 LEFT X ►°� 1 j a X GRAPHIC SCALEII ( "�20, 17 X RIGHT X 15.9 o I I � J ,r, SCALE' 1 26 X RIGHT X I 16 6-35# TS I 27 X RIGHT X II 11 ( J w PE 1114.2 /~ 15.5 I cn 5" SLAB PER FOUNDATION PLANS I � a 72-65' TSa 10 ` 11 J w CONSTRUCTION NOTES PE 1112.7 ` I V" UNDERGROUND SERVICE - _ p PLANNING ■ DESIGN ■ CONSTRUCTION Li U ir ALERT 2 INSTALL 3" P.V.C. SCHED. 40 9 ' = 1112.3 j 0 CALL IML FLEE . ■ . 27655 YNEZ ROAD,SLM 400 �3 INSTALL 6 GRATE PER N.D.S. N0. 40 OR EQUIVALENT ' � ' � 1-840-422-4133 �A,CALIFOWA 92581 4679 4� CONSTRUCT PRIVATE DRAIN THROUGH CURB PER I f CONSULT 1 N C3 909.676. 42 a FAX 909.676.7240 ■ wwwFf*=.can DETAIL ON THIS SHEET TING WORKING DAYS BEFORE YOU DIG LD 3-10RGR �pF E 5 S 1 p DES I GNED BY DRAWN BY CHECKED BY ' �� Drawing No. o CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE Q ,��! RECOMMENDED BY: DATE. �� CITY QE TEMECULA DEPARTMENT OF PUBLIC WORKS JE RLS/JE RJB o Contractor HORIZONTAL .� '` f P I s Pr ar Under The Supervision Of 0i ACCEPTED BY: DATE: //Z0/0* PRECISE GRADING PLAN2 Ul) Inspector c t or SEE SHEET 1 1 - 20 a` Ex•9 30 'a - Date: DEPUTY DIRECTOR OF PUBLIC WORKS p p RONALD J. PARKS TRACT 30088 VERTICAL J�. Cly 1` �ti� MATTHEW C. HICK PHASE 6 Q Date Completed elf 1E�� R.C.E. No. 63494 Expires 9/30/06 R.C.E. No. 19744 Expires 9--30-05 �'rf�: ¢= N/A OF C k� LOTS 159 169 17, 26 AND 27 SHEET 2 of 2