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HomeMy WebLinkAboutTract Map 30264-4 Lot 1-9,16-35,46,50 Precise Grading CITY OF TEMECULA GRADING NOTES Q 1. ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION & SEDIMENT CONTROL ORDINANCE N0. 04-04, AND, IF APPLICABLE, TO THE STATE WATER t�0 PRECISE GRADING PLAN EAQ RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. OFF -TOP 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1�. DRAINAGE �y�• �9 REDHAWK PKWY TR. 30264�'�, PHASE 2, POR■ PHS■ 3 B■ ■ P L � SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' � OP AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL SLOPE AWAY FROM ALL r� �Q � EXTERIOR WALLS AT NOT LESS THAN �" PER FOOT FOR A MINIMUM OF 3 FEET. �9 P WOLF VALLEY ROAD LOTS ■ �/' � � ��' �� � �O O� FOR REAR YARD SLOPES GREATER 3, MAXIMUM CUT AND FILL SLOPES SHALL DE 2:1. THAN 5 IN VERTICAL HEIGHT <<t^`amu` cyAN�q PROJECT SITE 4, PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR SECTION A-A STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED SLOPES pk�Yy, TR 30264-4 OVER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT � N 0 SCALE SURFACE RUNOFF AWAY FROM THE 70P OF SLOPES. RAINBOW CANYON f�, 1' LoccFR �A�� oR. L/ b__ _jP/L 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, ROAD � � 5 N. 5 MIN. SOIL ENGINEER OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL FILLS HAVE IS MUDSILL BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL VICINITY MAP 3g � � � FILLS OVER 1' DEEP. 14 MIN NOT TO SCALE 9� 3 37 UPPER PAD 13 � , , -r FINISHED MUDSILL 6, A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CIN OF TEMECULA'S PUBLIC WORKS ��' ► 6"MIN. SURFACE DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN �2 � � ,�� •� -L �_r LOWER PADACCONG pERMRDA CE NTH THE CERTIFICATION SHALL BE 0 LIVED NE, GRADEPLAN PE ENATION RIOR TO SAND LOCATION OF CUT UANCE OF THE DI FLOOR PLAN 1 FLOOR PLAN 2X FLOOR PLAN 2 FLOOR PLAN 3 INDEX MAP � � 4 3s 3�., � 2928 S.F. 3357 S.F. 3357 S.F. 3605 S.F. SCALE: 1" 200' � � � 10 11 � � "MIN, e FILL SLOPES. 50.0' 50.0' 50.0' 48 0, o � 4p ` 20%MMAX. 6"MIN. > 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. D MAPLE DR. %� 4i � 20�M�AX. A , 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE ' 49 48 47 �- 45 a4 � 42 ?�. SECTION B-B LOPE VARIES PRELIMINARY SOILS INVESTIGATION FOR TRACT 30264 BY PACIFIC SOILS ENGINEERING INC., 2:1 MAX. DATED MAY 21. 2004, TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE �o � NO SCALE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION � "' � � �� DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN � "' ,M � ` P/L CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 5' MIN. MUDSILL I " FINISHED SURFACE 9• THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 HOURS IN 27, 27,5 ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION, THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT. 18.0' 'Q8, R8.0 16.0' TY'Oo 0' MIN ,STS F'. 0' MIN .D ,. , —� PUBLIC WORKS DEPARTMENT PHONE: (951) 694— 6411 4 MAX. �P O 24 MAX. 6"MIN, SLOPE VARIES �A p • .' � 2:1 MAX. 10. CUT AND FILL SLOPES SHALL 8E PROTECTED WITH A COMBINATION OF EROSION AND • '•� SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY DURING HOUSE PLOTS, THE GRADING PHASE. 00 SCALE: 1 =40' 20% MAX' MIN. 11. POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED T0, INSTALLING, WHERE HIGH POINT PAD APPLICABLE, GROUND COVER, TREES, SHRUBS OR A COMBINATION THEREOF IN Env - 0.22 SECTION C-C ACCORDANCE WITH CIN CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. SLOPES A OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACK r NO SCALE FLOW PREVENTION DEVICES PER THE U.P.C. P MODEL TYPE 2� 12. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS HIGH POINT Pa,� 95+ L BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL AND OTHER DELETERIOUS MATERIAL. IF ELEVATION-0.2 MIN. A Z �Z LOT NUMBER P/�-► �g' �� STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE. PLACED, THE TERRAIN MUST DEEPENED FOOTING ELEVATION TYPE BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. A ��} � � PER PLAN REGISTERED CIVIL ENGINEER, SOIL ENGINEER OR ENGINEERING GEOLOGIST SHALL APPROVE 35 FINISH FLOOR ELEVATION PLACEMENT OF FILL. or 3CR $ ABOVE PAD ELEVATION 5 5' S' S' MIN.— FF=1070.17 PAD ELEVATION 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES PAD ELEVATION MIN. MIN. PAD ELEVATION MIN. PAD=1069.50 ARE INSTALLED, PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING C�-- �c 4' MI .- M AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING ,� GRADING OPERATIONS. LENGTH OF DEEPENED —�0 � LEGEN D� � FOOTING (D.F.) K � 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. Bk — B � ENHANCED ELEVATION � PER PLAN PROPERTY LINE FS FINISH SURFACE Q SHEET N0. 15. STABILITY CALCULATIONS WITH AFACTOR-OF-SAFETY OF AT LEAST ONE AND RETAINING WALL, 6 TC TOP OF CURB PAD 1200.1 PAD ELEVATION FIVE-TENTHS (1.5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A � o WHEN REQUIRED, . • FL FLOW LINE ELEVATION -- TRACT BOUNDARY REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND PA BY SEPARATE PERMIT FF=1oss.s� FILL SLOPES OVER 30' IN VERTICAL HEIGHT. INV. INVERT R� GARAGE FINISH FLOOR ELEVATION FF FINISH FLOOR 16, A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION RIGHT—OF—WAY RETAINING WALL OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE GFF GARAGE FINISH FLOOR ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL 8E GIVEN. IF AN ELEVATION WITH so.5o' cuR6 ---- EXISTING CONTOURS RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE 1234.0 FLOW LINE ELEVATION PROPOSED CONTOURS THE ADJACENT GROUND SHALL BE GIVEN. TYPICAL SIDE YARD DRAINAGE F.� N 0 SCALE TYPICAL LOT G.B. GRADE BREAK DEEPENED FOOTING 17, EROSION AND SEDIMENT CONTROL; THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS OUTLINED IN THE CIN OF TEMECULA GRADING, EROSION AND SEDIMENT CONTROL NO SCALE STREET LIGHT ER ENHANCED REAR ORDINANCE N0. 04-04 THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING D�--� FIRE HYDRANT ELEVATION ADHERENCE TO THE STATE NPDES PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE. FOOTING TO BE DEEPENED TW TOP OF WALL ESR ENHANCED SIDE fig, EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. RIGHT ELEVATION NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 20, QO TF TOP OF FOOTING ENHANCED SIDE � OF � 2 DETAIL NUMBER ESL LEFT ELEVATION 19, ALL PROPERTY CORNERS SHALL 8E CLEARLY DELINEATED IN THE FIELD PRIOR TO LENGTH OF 3e SHEET DETAIL SHOWN COMMENCEMENT OF ANY CONSTRUCTION/GRADING, DEEPENED FOOTING (D.F.) F.F. ELEV. 20, THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A PUBLIC RIGHT-OF-WAY, VARIES, 6" MIN. TO NOTICE TO CONTRACTORS 21. APPROVAL OF THESE PLANS BY THE CIN OR ITS AGENTS DOES NOT RELIEVE THE 6" + EXTRA DEPTH FOOTING 1 PER PLAN, MAX. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF PAD ELEV. ?g JOB SITE CONDITIONS DURING THE CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CIN ENGINEER 12" MIN. AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL FOR REVIEW AND APPROVAL. DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF 22• THE ISSUANCE OF THIS PERMIT BY THE CIN OF TEMECULA DOES NOT IMPLY OR PROVIDE WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF NOTE:THE EXPOSED PORTION OF THE DEEPENED FOOTING OF THE OWNER OR ENGINEER. STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE SHALL BE FORMED. CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. WP, EXTRA DEPTH FOOTING PLAN EARTHWORK QUANTITY ESTIMATE UNDERGROUND STRUCTURES NOTIFICATIONS OWNER /DEVELOPER: N.T.S. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS LENNAR HOMES CUT FILL AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES 40980 COUNTY CENTER DRIVE, STE. 110 UNDERGROUND SERVICE ALERT EXCAVATION 1350 C.Y. APPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR 2 WORKING DAYS PRIOR TO STARTING CONSTRUCTION OF EXCAVATION: TEMECULA, CA. 92591 PROCEEDING WITH IMPROVEMENT PURSUANT THERETO AGREES TO ASSUME LIABILITY AND PHONE: (951) 719-3420 EMBANKMENT 1350 C.Y. TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE CIN OF TEMECULA DEPARTMENT OF PUBLIC WORKS (951) 694-6411 FAX: (951) 296-6495 CALL: TOLL FREE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED; NOT SOILS ENGINEER � SUBSIDENCE INDICATED ON THE PUBLIC RECORDS EXAMINED; LOCATED AT VARIANCE WITH THAT UNDERGROUND SERVICE ALERT: 1(800) 227-2600 � 1-800-227-2600 SHRINKAGE REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE PACIFIC SOILS ENGINEERING INC. � DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND BASIS OF BEARINGS 7715 CONVOY COURT 3 IMPORT/EXPORT ANY OTHER UTILITIES OR STRUCTURES FOUND A7 THE SITE. IT SHALL BE THE SAN DIEGO CA 92111 GJ LD03 ,-, 070G9 CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER OF THE UTILITIES OR STRUCTURES THE BASIS OF BEARINGS IS THE CENTERLINE OF WOLF VALLEY ROAD TWO WORKING DAYS BEFORE YOU DIG TOTALS 1350 C.Y. 1350 C.Y. CONCERNED BEFORE STARTING WORK. PER MAP RECORDED IN BOOK 220 PAGES 40-50 INC IE. N51'S9'23"E 858-560-0380 FAX LD06- 107GR � E CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK �, �Ir Drawing No. � SCALE Al,QROFEssio �� �p Mall & Foreman, Inc.IRECOMMENDED BY: DATE: �` 2'l G'- I OB O�L 1 i��'!/, ,�'L�'YA7'/fl.�1/S' L07'S / �` 3 12°J 0� RIVERSIDE COUNTY 600-62-69 1970 �`�� c�� Engineering.Surveying.Planning•Landscape Architecture CITY 0 F T�M E C U L A DEPARTMENT OF PUBLIC WORKS a� CONTRACTOR Rpt! ,yvv�•� PLr�r tOr �, Sl/7: 3 BRASS DISC SET 1' EAST OF CONCRETE POST MARKER HORIZONTAL �� �n ��, three BettuWorld Cir. see. 200 Temecula, co. 92590 No. 16526 z Ph. say Asa-ssoo Fes. 951 294-9301 ACCEPTED BY: Q� DATE: 0 z/ 06 0 � STAMPED 68 RESET, 2.9 MILES S.E. ALONG PALA ROAD AS SHOWN � EXP. 6-30-07 RONALD J. PA KS = PRECISE GRADING PLAN 1 ..< INSPECTOR FROM POST OFFICE AT TEMECULA 29 N.E. OF THE * * PREPARED BY DEPUTY DIRECTOR OF PUBLIC WORKS __ PHASE Z, POR. PHASE 3 AND B.O. PAVED ROAD 5 N.W. OF TEL, POLE N0. 6295, C.W.T. 3' �ncA� 30264-4S.W. OF 36 CONCRETE STANDPIPE. ELEV. 1039.378 9� ��y�� �� FED W. DOER S DATE: � � :::�������������� TR � F of F° ,'`�j��..�� SHT. 1 OF 4 . 3$ DATE COMPLETED cq�� R.C.E.No. 16526 EXP. DATE 6-30-07 R.C.E. No. 19744 EXPIRES 9130107 LOTS 1 -9, � �7-3rJ, 46 & 50 ,;,� o J 42 1098.3 41 A 1098.7 40 39 38 37 36 FG 57.25 � 1099.7 1100.1 1100.5 1000.8 X00 % IN. 1.0% MIN. 18.07' I I 28 1.0 0 29 �3 8,' 05.88 I � `n o� A - A A A A HP 05.4 OS 1'Ox MIN• N N FL 33.57 33.68' 32 1.0% MIN. 65.20' 1own.0% MIN. 33 1.0% MIN. 65.00' 1.0% MIN. 34 ;� 65.00' 1.0% MIN. 68.79' 1.0% MIN. rn i 06.1 F� w ^i 1'o� MIN• 8• 61.94 31 1.0% MIN. 1.0% MIN. b • m 35 os MIN. o 0 N 1.0% MIN. 1.0% MIN. 03.4 rn I 06.1 0 0 06' 1.076 b 0 ori o} 04.48 O HP *o O FG 1 5• 1.0% MIN. . 0 �i HP 04.0 0} 04.1 0 ori FG p `4 HP ps 3 O • o •o 0 04.7 a FL N HP 03.7 � 0 N1 03.1 05.4 z N 5• F 1 0 0 05.18 a 9 HP 04.3 FL 03.3 O 03.7 a FL • FL FG LFL/HP NC*41 FL FL Nt HP 03. 4.2 PLAN 1 AR 00 2 N 04.0 04.7 04.7 FL 03.7 03.7 I FF=1106.68 bt 00 05.8 04.4 04.4 I � o � FG 05 4 05.0 05 FL FG FG FG FG PAD=1106.1 FG FG 04.0 FG 04.0 Z 03.0 in c°o PLAN s• ' 04.9 G FIG FL z 04. FG D OFL7 FG FG FL Lq I FL FL 8.7' Z 0.1 00 Z` II 13. ' C° FF'110 1 C DF PLAN 2CL PLAN 3B Z Z DF o 0o FF LA,04.28 z 1 U o PAD,1105 8 10'2' PLAN 2BR FF=1105.58 z PLAN 3AR PLAN 2AR r 0 8 z 0.0 PAD=1105.0 o FF=1104.98 z PAD=1103.7 I 9.7' �� FF=1105.98 DF FF=1105.28 0.0 FF=1104.58 _ ir<i 1105.4 R PAD=1104.7 5 _ DF ' PAD=1104.4 0 rn O >K 05. 4- PAD=1105.4 -0 36 0 ® z o PAD=1104.0 06.1 FL o 2 u� rn II o - FG 00 4 03.7 PO 09 u I •7' GFF-1106.18 05• d� o GFF=1105.48 6. °' FL • °' u) 03.1 ^ 02.7 0 06.0 N o FG co o 04 7 °' GFF=1104.78 `rn FL 00 � FL GB I cV 04 Go 0,p ^ 04. N 03.7 GFF=1103.78 I �� O o o p 4 GFF=1105.08 04.7 03.4 04.1 0 04.4 9.9 FG 02. FG to l r F 6 ,� DF _ FL FG 11.2' 4 0 3.5 1 7' o 46 00 04. FG FL GB FG FG •0• GFF=1104.08 FG 02• FL o 1.076 0.3 FL/GB 03.7 O u 0.6 FL 'O_ $ c N ,�'` 05.5 °' p 5 .1' F 05. OFLS OIG DF � 03. DF FG Q iv A FG 03.8 -so .mac 3 p 6 2 � �: SD C c� G 05.4 DF • i� a,I 0.6 FL 02.8 04.0 io A • � o p• FG r I FL 7.1 o FG k 0 FG o o 1.0 3 04.3 p• o N r 1 DF FL N °�i d p X DF D in • N 0� ° N p 1� ' �S 17.41' o •� F�• FL GB �' Orol `V '�• 'S• ! 1�� `�' N r� N civ �� 1.0 9 N �, 4 X ,� i l S8 1 ' •� ry r N ^ N lb 1 1104. 43 C�25 '5' L=28.45 46.71' 65.24' 00 �i `L' �' �! ' 56 115 = ' 1 8 L=2 42 O a6! O O - 1' 33.24' 60.51 LOT 51 � � � L 22.41 (OPENS CE) o p o � r � � M� � L=47.97 � L-31.8 $C01i M O O O 14 17.0 cV O1� � MoN oN oN No0 T.C. 1103.84 0 T.C. ►n>- O 1103.24 3.57 00 3 11 1102.99 1 1 110214 LO �1 1Q. } oo T1 ��' rn i " 1L 03.69 T.C. ,ri N T RI-9M L T.C. T.C. o 1, 102.65 0 1102.57 1 02.3 _ o T 11 T.C. •47I II r T.C. T.C. (6 -� 1104 40 8 SEINER ��T.0 3 _ �° 3 B :-AVER �� + - T.C. T.C. o JRIM ^ " 3 CREEK -oLji LANE $" SEWER o+0 3 _ 9 U � 1100.74 _ �10o ao 1103.40 o co 1103.24 1103.05 O - 1 02.0 00 �>- 1101.67 RIM 4.16 5 0 0 II T.C. T.C. N N 1102.57 T.C. 1 02. o T.C1 o T.C. T.C. M 0 T.C. P1'102 ZA5 _ o N 1102.70 0 01.89 RIM 1 14 01.04 �- N 01. ' T.C. 1103.75 -C)3 cD T.C. 00 N T.C. FL T.C. 00 0 3 rn 3 ' + 8 WATER I 1004.38 0 u v o° T.C. + 3' T.C " TER r ---- 6 3 rn 3 8 WA ---- � o ko' 3 F.H.78 ri oo 2 7 cJ cV N O O o F.H. 0 0 3 0 0 3 � 40 0 L=2884' ^0� G '� • 36.20' 66.24' 0�° p r� �,°l• a,� �`�, •O L=43.80 �,• 0 2 v 547 5.26 +: �' �• rn O O A O� 26.57' 6 L=40.91' 33.00 •� O'�' ��, 66.43 .0 1• ;� 0 7.0 1• oo O px o co o • � o ,1 N N 10. ' m ISO ;t 0 �S$ 11. `n '� �°N o} INV. 01.69 FG \ v 1Gq° ick SCO 05G.5 ori 0 0.6 04.8 r a�`°, N 04.0 ,, 0D INV. 02. No U N Q N 0 1A 0$ 04.2 04.4 04.0 FG r� 03.4 FG FL �.1..� a '� K FL GB DF FL p 10.1 ►� 02.7 OFG7 14.9' I \ (n 0 0.5 0 04.7 FL 4.6 / B r- 02. GFF=1104.88 FL G Pr)} N r 05.6 05.1 11. ' - L GB 0.0 a� w 06.1 ao 10. DF FL N G FG 00 FG 03.6 04.4 04.7 10.2 0' GFF=1104.08 02.4 03.7 a 9.5 FG 5 3 05.8 GFF=1105.58 03.8 N FL GB FG FG FG ao FL GB ry 0 0 06.1 o FG FG o 8. N FL 0 ai 03.6 N 03.4 04.7 G c0 GFF=1103.78 2 Q FG 04• 0.0 u') o o FL GB o It2 a0 1 0 II FL/GB FG 2 z o °' 04.9 0 r7 FL/GB c0 F o r PLAN 2B z GFF=1104.78 A 2 ? PLAN 2BR z o o °' FL GFF=1106.18 r 0.1 z _ • PLAN 18 o GFF=1105.88 DF 10 PLAN 1 C � z ° o U FF=1104.28 co PLAN 3AR FF=1105.38 4 A .z FF=1106.08 ub FF=1105.68 2 PAD=1104.8 Z PLAN 2AR o z FF=1104.58 0- o PAD=1103.7 K 0 8 0.0 O o 0 0 DF o PAD=1105.5 FF=1105.28 PAD=1104.0 �w z PAD=1105.1 ° 2 z PLAN 36R o o PAD=1104.7 O ^ 80 No :� FF PLAN 106.68 ® FF=1106.38 z g` 0.0 o o N rn� 03.7 INV GB Cj I F_ 01.00 o 0 0.0 DF rn PAD=1106.1 o PAD=1105.8 0 DF 04.8 04.0 04. 03.7 T, o 05.5 05. � 04. 04.0 O FG 10.1 FG FG •- 2 D O Vol FG FG OFIG 05.1 0FL FG CK FG 03. FG 04. A F 04. 04.7 04.7 FL 03.7 03. 03. a o *0 03. FL 'Lib 04• FG FG 02.79 03.3 0 o LJ� Ae 05.1 04.8 0 0 0 1 • FL FL o N HP co 06.1 06.1 o FL FL ui Ao I 05. 0 FL o cv HP FL N V GB FL o cv H P !! nn + 04.4 04.0 * 04. N V FG FG 05.8 05. N HP 'n v I 04• v- m O o 1 1.0% MIN. 1.0% MIN. 1 0 v FIL o l HP 1.0% MIN. 1.0% MIN. FL o N HP 0 2 =11001III (D 21 .o% MIN. 1.0% MIN. 05.4 05.4 FG FG 01 °i cv s` FL 1.0% MIN. 1.0% MIN. n 1.0% MIN. 1.0% MIN. 1 17 29 g FL n o OI 05• 0'� 0 0 05.5 05. 1.0% MIN. 1.0 MIN 52.64' p 20 78.42' N N HP O Nl HP FL 8 3 h 22 55.22 02.01 ►- ~0 3 ,1 7 O G 1.0% MIN. 1.0% MIN. 1.0% MIN. 1.0% MIN. 24 23 66.33' 3 � 6 INV GB 'It o M o F I 5 r, 25 65.12' it o' O 't � 1111.6 5' O 7.6% °i M 6 N 1111.9 �; N 66.13 4 0t `o0 1111.2 OS•6 7 70.14' 26 of 4 Fc 3 1110.8 1 2 RETAINING WALL PER 1110.4 ROUGH GRADING PLAN 1109.6 1110.1 TRACT 30264- 5 it FL OF PIPE 1/2" ' SIDEWAL 4' 1)z" MIN. INSTALL POLYETHYLENE PLASTIC JOINT ; ABOVE GUTTER COVER MATERIAL "QUICK JOINT" OR EQUIVALENT N FLOWLINE 6" � INV. ELEV. PER INSTALL REMOVABLE PLUG ° � o PLAN J r C ►- ° °: CONSTRUCTION NOTES '� •: 4" PVC ,' p . 4. UNDERGROUND SERVICE ALERT ' � - n 1D INSTALL END-OUT FITTING TO CONNECT TO 9„ 6» Z DRAINSTAR AKWADRAIN g 4'x4%4" CALL: TOLL FREE / 2Q 4" PVC SDR-35 DRAIN PIPE CURB AND 3x4 TEEINM GUTTER INV. ELEV. REDUCER 3 SIDEWALK UNDERDRAIN PER DETAIL HEREON PER PLAN SECTION B-B 1-800-227-2600 0 20 40 60 80 O 3 MIN. PVC (SCHEDULE 40) ELEVATION No SCALE PRIVATE DRAIN THROUGH CURB DETAIL TWO WORKING DAYS BEFORE YOU DIG SCALE: 1 " = 20' NO SCALE T CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC D BENCHMARK pFESS/ ■��� �'a LD06- 107GR E CONTRACTOR SCALE o QR ��� ON r ,Hall & Foreman, Inc. RECOMMENDED BY TE; Z// °° �-- CITY OF T °row' "°•� Engineering•Surveying•Planning•Landscape An;hitecture DEPARTMENT � �� w�oRKs K Z 7Mw Bdbrwwm pr. 9M. 200 Tonmuk, Ca IxNO ?o SEE SHEET 1 N0. 16526 z p' "I • �� 2i4-f3Dt ACCEPTED BY: TE: 21 0 0 o ��.�F o INSPECTOR AS SHOWN W EXP. 6-30-07 R PRE PAR E D B ,�.D a PARKS PRECISE GRADING PLAN * DEPUTY DIRECTOR OF PUBLIC WORKS 2 VM7WAL �� ,� !r/ /,S=46 �� �� PHASE 2, POR. PHASE 3 & B.O. . d DATE COMPLETED 9�F ► ► o�� W. DOERGEs DATE: '^' TR 30264-4 Z �>� INH9 h.t .NF"N�Ct �� OFF, CALF R.C.E.No. 16526 EXP. DATE 6-30-07 R.C.E. No. 19744 EX�RES 9/30%7 LOTS 20-35 SHT. 2 OF 4 � a �J i r -+ Q C 0) ,� •X38, a7 rL TRACT 30264- 8 Cl) 1.0 r • �, � 8•�0 � � o -' 0 cr 9 r � � s �' o• 9 7 � Z 1.0 � o � G' '...� � 9 4' 16 ti o ?LAN 8 S W� 56 °) <<-' ° cr � 090.2 21•° F G ° ' . � r . 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NP G� cA � a� N 91.6 � 1.07 C= CALL: TOLL FREE 0 20 40 60 80 84.16 120-98 u 0 1-800-227-2600 L) :3 1 11oa.1 V) 1100.4 C 3 12 1099 .� 14 .� SCALE: 1 - 20 0 D /!� TWO WORKING DAYS BEFORE YOU DIG L 06- 107GR .......... .......... N BENCHMARK Es r . o CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D 1 a r Seo Hall & Foreman Inc. RECOMMENDED BY: i lf1a Drawing No. SCALE Q Nq TE ._ C1TYOF 9I022/� 0/� 1 fey eZeY11 7"/"S Zj97S � 2 9 w� ° Engineering.Surveying•Planning.Landscape ArchitectureTEMECULADEPARTMENT OF PUBLIC WORKS a �. � g g � ey g CD CONTRACTOR CONTRACTOR y ,���,�r � a r z 2 f HORIZONTAL w ¢ ���� -Mm BettorWWd Cir. Ste. Zoo Temecula, co. 9''2590 � Ph. 951 294-93 0 Fax. 951 294-9311 c ACCEPTED BY. -in TE. _ o �, , PRECISEGRADINGPLAN � N0. 16526 m . AS SHOWN w EXP. 6---30-07 �, PREPARED BY. RONALD J. PARKS t� INSPECTOR . - DEPUTY DIRECTOR OF PUBLIC WORKS p PHASE 2, POR. PHASE 3 & B*O* � .. •"c�'. � FRED W. DOER s DATE: TFC 30264-4 CIV 1 0� f ,yes , �o DATE COMPLETED of 0�L\� R.C.E.No. 1652 EXP. DATE -�3D--a7 R.C.E. No. 19 4 EXPIRES J 3�] D7 °�1��'N"°Y1 -9, SHT. 3 OF 4 LOTS 46 & 50 O J TRACT 30264- 8 54 53 100.00' 19 u7 1.07- MIN. 0)� 00 is < w z 0 w FF=1099.28 w U_ 6.0% F7S37 � °) 31.8' 11 0. 8 00 o 0 97.46 C 18' 2.0% FS 15.0' PLAN 1 A FF=1099.78 0 PAD=1099.2 GFF=1099.28 1 . 0 27.5' 0i 06 0 ou- � 0 �® 0) L'- ® ® Ni � � ,� � 0 1 . 18. 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Y. /° I T OF T E M E F PUBLIC WORKS CONSTRUCTION RECORD DATE 1( DATE ACC'D BENCHMARK REVISIONS SCALEmor o oo � ® Engineering•Surveying•Planning•Landscape Architecture 1 JJJ®) jT J j U CONTRACTOR HORIZONTAL IL- 4 NO. 16526 ThreeP�e 951 29409300@ 200Fax.Temecula, 294-930159Q �°® PRECISE GRADING �'i . / C�sj�'Cr 6 , PARKS AS SHOWN lARED PREP J.DEPUTY DIRECTOR OF PUBLIC WORKS Exp. s-3o-o� \ PHASE , ° B.O. a SEE SHEET 1 TR 30264 INSPECTOR TICAL CI V0-t 4FED W. DOER ES ®ATE: `��< J8� �r OF CAtFo R.C.E.Nc�. 16526 EXP. DATE 6-30-07 R.C.E. No. 197 EXPIRES 9�3® 07 = LOTS -19 ��T. ��