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HomeMy WebLinkAboutLot 86-88 Precise Grading LEGEND PROJECT SITE PAD ELEV,-0,3'MR A TOP OF CURB 0000.00 T.C. lz z FLOW LINE F.L. Ns 6 NG P N 15'TYP, 15'TYP, HIGH P❑INT H.P. 5, (EXCEPT B 5' S' B (EXCEPT C 51 C D C N 24 85 2 R E C I R DI LA FINISHED GRADE F.G. MIN WHEREMIN MIN WHERE NOTED)NOTED) MIN V I IDEI 9 FINISHED SURFACE F.S. PAD PAD J Ll FS BG �"" 90 z z z z TOP ❑F SLDP E T.S. FF FF VIA RAMI PAUBA GARAGE FLOOR GF 0000.0 II IN CITY OF TEMECULA PAD ELEVATI❑N PE 0000,0 z o z o ROAD FINISHED FLOOR FF 0000,0 Jaz MAX CD 1oz MAX Riv 'STATE [IF CALIFORNIA WATER SERVICE W MWO �FF,yq SEWER SERVICE S TYPICAL SIDE YARD DRAINAGE ' P1aP0 AIR RELEASE VALVE DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE PROJECT SITE 'T 01 CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. FIRE HYDRANT ` Y DRIVEWAY SEE ST. IMP.PLANS FOR �- E 2 HVY, 19 '�� STREET LIGHT V N IMP. WITHIN R W 10' R/W I TO SAN DIEGO'---a b- INSTALL 4" ROUND II 6' 4GRATE SLOPE � VICINITY M SIDEWALK I rr o 3' PVC I I INVERT OF PIPE 2" 4" P.V.C. I NOT TO SCALE EXTRA DEPTH F❑❑TING ABOVE GUTTER FLOW LINE I 3 RETAINING WA LL 0 GRADING NOTES o INDICATES AMOUNT OF XX LF _ r��—---- ---_ .4 DF �'`i--- i 1� 4"x4"x4" P.V.C. TEE 1, ALL GRADING SHALL CONFORM TO THE 1994 UNIFORM BUILDING CODE, EXTRA DEPTH F❑❑TING L__ CHAPTER 33, AS AMENDED BY ORDINANCE 93-04, CURB_ k GUTTER_ 3" P.V.C. (SCH. 40) ACCESS RAMP (OR ALT. 3 �" A.B.S.A.B.S. SDR.-35)-35) 2 MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%. �J DRAINAGE SWALES SHALL BE A MINIMUM OF 0,2' DEEP AND SHALL BE LOT NUMBER Fx] CURB OUTLET CONSTRUCTED A MINIMUM OF 2' FROM TOPS OF CUT OR FILL SLOPES. - CONNECTION DETAIL 3, MAXIMUM CUT OR FILL SLOPES = 211, INDICATES MODEL 4, PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL M PER CITY OF TEMECULA STD, DWG, NO. 303 FILL SLOPES OVER 5' HIGH, UNIT TYPE 4B 10' OR 12 (ENCROACHMENT PERMIT REQUIRED) s, U 5, ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT S❑ILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY INDICATES ELEVATI❑N 48" 16" © PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS WATER BLOW-OFF MIN. TYP. v OVER 1 DEEP. I01 12' MIN, ABOVE PAD ELEV, 6, A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA THIS LOT REQUIRES A BACKWATER VALVE I MAIL OX 12" MIN. CLR. PER SECT, 409 OF U,P,C, PER APPROVED ENGINEERING DEPARTMENT WRITTEN CERTIFICATI❑N OF C❑MPLETI❑N OF ROUGH WATER AND SEWER PLANS, ( SEE INDEX MAP > (TYP. ) ORA(F"OBACK ROFTCURB O q OTOPSOF POST) ISSUANCEING O ACCORDANCE THBUILDING GIT PERMIT, CERTIFH THE ICATION GRADING SALL BE ANO PRIOR T❑ ROUND OFF TOP � • P/L GRADE, ELEVATI❑N AND L❑CATI❑N OF CUT / FILL SLOPES. INDICATES NONSTANDARD GARAGE P.C.C. 5' 7, PR❑VIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG FLOOR ELEVATION - SEE PLANS SIDEWALK CURB & MIN, TOP OF CUT SLOPES, GUTTER 8. FINAL C❑MPACTI❑N REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN MAILBOX LOCATION T ONE FOOT, 5' MIN. P/L 5' MIN, DETAIL NO . 1 SECTION A — A 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF 6' MIN, 6 MIN. THE PRELIMINARY S❑ILS INVESTIGATION AND LETTER OF UPDATE BY: 3' MIN, 1' 1' 3' MIN, N.T.S. FOR REAR YARD SLOPES GREATER CONVERSE CONSULTING PROJECT NO, 96-81-420-01 DATED APRIL 26, 1996, MUDSILL MIN. MIN. MUDSILL THAN 5' IN VERTICAL HEIGHT TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN REC❑M- '`:-0 .�: .•..• 40' 40' 42 MENDATIONS AND CERTIFICATI❑N THAT GRADING HAS BEEN DONE IN CONFORM- ANCE WITH THE RECOMMENDATI❑NS OF THE PRELIMINARY S❑ILS REPORT, • � �•• INDEX MAP 12' MIN, 12' MIN, N 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE SCALE: 1" = 200' REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- 2% MIN. 2=1 MAX. 6' TYP, 2% MIN, TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR 21'/. MAX, MIN. 21% MAX, EACH LOT, SECTION B — 113 LOTS INCLUDED 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM 5' MIN. P/L EROSI❑N AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE 3' MIN, 1' 10 �n ;n SECTI❑N 17,06 PRIOR TO THE APPROVAL OF FINAL INSPECTI❑N, MUDSILL MIN, 6' MIN. ,n 12, DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS, . ..•aIE CONSTRUCTION N0TES & QUANTITY ESTIMATE 13, FINISH GRADE NSHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT CX LESS THAN 1/4 PER FOOT FOR A MINIMUM OF 3 FEET, rn NO. ITEM QUANTITY UNIT 14, A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATI❑N OF BUILDING 12' MIN, 0 LOT GRADING (3 LOTS x 15 C,Y,/L❑T) 45 C.Y. o 2=1 MAX, PAD ELEVATIONS, WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- TION TI❑N (WITH RESPECT T❑ MEAN SEA LEVEL) SHALL BE GIVEN, IF AN ELEVA- 2% MIN, 6" MIN. 20 4" TEMPORARY P,V,C, PIPE 5 L.F. TI❑N WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUALIN 21% MAX. DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. o SECTION C — C 15. ER❑SI❑N CONTROL; ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE o PLANT AT 12 ON CENTERS OR OTHER APPROVED GROUND COVER, SLOPES OVER LAN-T15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN- TYPICAL YPICAL OVERALL FOOTPRINT DIMENSIONS TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF, SHRUBS SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20' ON CENTER, COMBINA- o SCALE, 1' = 20' TIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTI❑N DEVICES PER WUnder round Service Alert BENCH MARK U B,C, CHAPTER 10,R. W 0 0 Robert Bein, 11''`illram Frost do associates COUNTY OF RIVERSIDE BA NO. T-29-81 16, ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR w PROFESSIONAL ENG I PEERS, PLANNERS k SURVEYORS 2 112' BRASS DISC IN CONC, CYLINDER LOCATED FROM THE INTERSECTION OF FRONT ST, OWNER/DEVELOPER T❑ C❑M M E N C E M E N T ❑F ANY C❑N S T R U C T I❑N/GRADING, G 27555 YPE1 R' STE• 400*TEiEEU1 CA' 92591 AND RANCHO CALIFORNIA ROAD, 1,8 MILES RE, ON RANCHO CALIFORNIA ROAD bi CALL TOLL FREE (909) 676-8042 FAX (909) 676-7240 TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD,IN THE N.V. WOODSIDE CHANTEMAR, INC. 17. APPROVAL ❑F THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE 1-800-422-4133 A CALIFORNIA CORPORATION THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE C❑R- Z CORNER OF THE INTERSECTION 1' E. OF A 1' CHAINLINK FENCE, 21' x 16' 23121 ANTONIO PARKWAY RECTION OF ERRORS OR OMISSI❑NS DISCOVERED DURING CONSTRUCTI❑N, UPON o AROUND SO, CALIF. GAS VALVES 40' N. CIF P.P. (NO,#) 94' N. OF THE CENTERLINE REQUEST THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED Q OF RANCHO CALIFORNIA ROAD, FIBERGLASS WITNESS POST SET I' V. OF MONUMENT, SUITE 1S20 MARGARITA, TO THE CITY ENGINEER FOR REVIEW AND APPROVAL, RANCHOTWO WORKING DAYS BEFORE YOU DIG ADJ, DATE: 9-13-82 ELEV, 1128,410 CA. 92688 LD99- 113GR o CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE �pv SSIO DESIGNED BY DRAWN BY CHECKED BY /fl Drawing No. o Q "q� CW CW MT RECOMMENDED BY: DATE: 10' G CITY 0 E TEMECULA DEPARTMENT OF PUBLIC WORKS o Contractor HORIZONTAL ���� ll�, �� Plans Prepared Under The Supervision Of , ACCEPTED BY: DATE. o , , 14111 TRACT NO . 24185-2 No. 44341 � 1111 Inspector SEE ABOVE AS SHOWN ExP 5-,V--01 r _ Da t e: CR-?.I-�*M DEPUTY D I R OF PUBLIC BLIC WORKS, FOR CITY ENG I NEEER PRECISE GRADING PLAN J. PARKS D. KELLER LOTS i0VERTICAL CIV1V _ 90 Date Completed tF 1E�� R.C.E. No. 44341 Expires 6-30-01 R.C.E. No. 19744 Ex fres 9-30-01 '''f9 N/A OF C k� p p TITLE SHEET SHEET 1 OF 2 �• r A PO DRIVE Q` T I RANO 0 - 8 SEWER T-.4 - 202.34 " G.V'S. 4.0% U w o vl m �M 2.8 PO W o '�' 8" WATER I �' f - 1200.87 12 12 3. `f �, NTC 1207.06 O N (1211 . 19 TC '� c� 1201 .42 c-�0 1205.22 1203.58 1 " VAR FS FS FS B.O. 46. 12 1204.64 1 03.88 � 53.00' LO FS r203.0303 1 .g 3s 69, 4 FS 4 DK FS FS 0 5.4 • K 1202.03 5 ' 'S 1204.72 1205.39 ,n N 2 FG Co �'' FS � 35.01 01 .22 � FS 5.1 n / o FS140- S •� 1205.32 G 2X \a� / ro Q; •�6' „ FS 18120 .55 8' FS �- 4. 3.2� 6 F.H. 1205.40 FS 5.4 �v 4.5 G av �G FS FG 120E.7 FG 7, 5 LLJ r- I 1205.46 5.g 1204.7GF � c� F JP- -i w w FS -i o 4010 G o f J I 1203'8G ,�o .f% ry 1205.55 1205 64 I O X 5 ` d. C) I- � 3 I 0 FS FS � � I � � •N M I � �.n � R' r n r- 0.5% TEMP. 2% LANDING N � 7 t N 3.6 .� s' 1 0' 6' I `n FOR OFF I CE, TO BE LL- , �G 4 X-3- 10, Cr� SW Ir-°0 z REMOVED AFTER FINAL ,� 4.5 A020\ J 03 o SW 1 ® ® co r HOUSE SALES I z FG X No 0 X ' \ •N O ' 25 � 10, 25 cn r •I �a PE 1208.8 Io �`. z FF 1205.2 '` z FF 1204.3 35 �J to PE 1204.5 I PE 1203.6 2 35 I°' I 4, 18 FF 1206.2 N O ee PE 1205.5 0 ® I o ® 6' 70' I I n ® 4.5 465 r 8 FG - k z F� © -5.6 -N LM 1206.19 5.5 5.5 N z•o ' 12 .28 z' FG F F---� I FS FG o , LO M 1206.23 FS N M ft 4.2 - - 3.3 L1J FS 1206.94 �+ ' � HP . n n co N 1206.23 HP2 N 1209.8 1206.5 FS FS 1207-03 r TS fi0, 12• FG 1207.5 11205.5 U 55. 15' FS G , 53.44, 1204.5 -71 •A$ _ 1203.3 FG 1203.6 FG 1200.o 54. 74 , FG Z!G 1197.7 1185.2 TC co r~ ~- FFG N � " CONSTRUCTION NOTES SUNNY2. TEMPORARY 4" PVC PIPE E 0 MEA Do d- 20 o 20 40 60 N CD GRAPHIC SCALE N on 0 N O O C,a O n Underground Service Alert BENCH MARK w Robert Being rilliam Frost & Associates COUNTY OF RIVERSIDE BA NO. T-29-81 0 PROFESSIONAL ENGINEERS, PLANNERS k SURVEYORS 2 1/2' BRASS DISC IN COIF, CYLINDER LOCATED FROM THE INTERSECTION OF FRONT ST, OWNER/DEVELOPER w ROAD,2M YNEZ STE_ 400�TBEW�' 92ri91 AND RANCHO CALIFORNIA ROAD, 1,8 MILES N.E. ON RANCHO CALIFORNIA ROAD CALL TOLL FREE (909) 676-8042 FAX (909) 676-7240 w WOODSIDE CHANTEMAR, INC. 1-800-422-4133 TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD,IN THE N.W. a CORNER OF THE INTERSECTION 1' E. OFA 1' CHAINLIN( FENCE, 21' x 16' A CALIFORNIA CORPORATION z AROUND SO, CALIF, GAS VALVES, 40' N. IF P.P. (NOP 94' N. OF THE CENTERLINE 23121 ANTONIO PARKWAY o SUITE 120 Q� OF RANCHO CALIFORNIA ROAD, FIBERGLASS WITNESS POST SET 1' V. OF MONUMENT, RANCHO SANTA MARGARITA, TWO WORKING DAYS BEFORE YOU DIG ADJ. DATE: 9-13-82 ELEV, 1128.410 CA. 92688 LD99- 113GR i CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK Q�OFESSIpy SCALE DESIGNED BY DRAWN BY CHECKED BY Drawin No. � �a D. �! GW CW MT RECOMMENDED BY: DATE: !a '� C I TY O TEMECULA DEPARTMENT OF PUBLIC WORKS 9 0 Contractor HORIZONTAL �`� !� !�, � Plans Prepared Under The Supervision Of ACCEPTED BY: DATE: 0 e Q9 TRACT NO . 24185-2 Inspector SEE ABOVE AS SHOWN a No. 44341 ►- Q PRECISE GRADING PLAN 0 �P. 8-30-0 � -.__ ,..,_ Date: �Iq-Z`1� DEPUTY D I R. OF PUBLIC WORKS, FOR CITY ENG I NEEER 5- VERTICAL RONALD J. PARKS ''•A••'• •`'�` Date Completed VERT I CAL sr' I V I` ��� WILLIAM D. KELLER i. �,., x.•..A...a.n 0 r� 1E�� R.C.E. No. 44341 Ex i r es 6-30-01 19744 _ �dfr, LOTS 86-90 N/A 0F Ci►�- p R.C.E. No. Expires 9-30 01 ,E SHEET 2 OF 2