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HomeMy WebLinkAboutLot 34-52 Precise Grading LEGEND HoPONT PROJECT SITE A PAD ELEV,-0.3'MR TOP OF CURB 0000.00 T.C. ae zee A C � : A � � FLOW LINE F.L. RAS r RQAD � 15'T`�, 15'T1rP, a2PR C1 E 6 R A D I N G L A N HIGH P❑INT H.P. 5, (EXCEPT B 5' 5' B (EXCEPT C 5, C ti FINISHED GRADE F.G. MIN TED, MIN MIN NOTED) 'S E MIN FINISHED SURFACE F,S, PAD PAD I I L 11 52 z J �� TOP OF SLOPE T.S. ? FF FF VIA RAMI GARAGE FLOOR GF 0000,0 Un PAUIA 6::4 IN CITY OF TEMECULA t=Dl PAD ELEVATION PE 0000.0 o a SAZiR 2! o oo z a ROAD FINISHED FLOOR FF 0000.0 ion MAX 10* MAX � N RN STATE OF CALIF [IRNIA WATER SERVICE SEWER SERVICE S TYPICAL SIDE YARD DRAINAGE AIR RELEASE VALVE DISTANCE FROM FRONT PRP LEENA�1 �f �F 0 ERTY CORNER TO THE GARAGE PR ❑ JECT SITE T FIRE HYDRANT `(Y CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. DRIVEWAY SEE ST. IMP.PLANS FOR o \ HWY. 79 IMP. WITHIN R W �, �' f STREET LIGHT 10, R/W TO SAN DIEGO m / � , INSTALL 4" ROUND C, SLOPE � I 6 4 ` VICINITY MAP . GRATE � Q ,� SIDEWALK / ,9 ';�4p� ", � 3' PVC INVERT OF PIPE 2" 4" P.V.C. NOT TO SCALE EXTRA DEPTH FOOTING ABOVE GUTTER FLOW4> � \ / , /�•., ,�`� ,� \ RETAINING WALL LINE GRADING NOTES INDICATES AMOUNT OF X4 DF X LFr - » » ��•�' � �iL� r�4'` EXTRA DEPTH F❑❑TING 1% 4x4 x4 P.V.C. TEE ' :� % 1, ALL GRADING SHALL CONFORM TO THE 1994 UNIFORM BUILDING CODE, CURB GUTTER `, CHAPTER 33, AS AMENDED BY ORDINANCE 93-04, & 3" P.V.C. (SCH. 40) v� � � � ACCESS RAMPFM \ f OR ALT Q fes" 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%, ( . 3 A.B.S. SDR.-35) DRAINAGE SWALES SHALL BE A MINIMUM OF 0,2' DEEP AND SHALL BE LOT NUMBER X CURB OUTLET Q \ 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 4 M PER CITY OF TEMECULA STD, DWG. NO. 303 FILL SLOPES OVER 5' HIGH, UNIT TYPE B 10 OR 12 D (ENCROACHMENT PERMIT REQUIRED) Q 6 5, ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT INDICATES ELEVATION 48" 16" o J S❑ILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY MIN. TYP. w Q o PLACED AND WHO SHALL SUBMIT A FINAL COMPACTI❑N REPORT FOR ALL FILLS WATER BLOW—OFF 0 m U OVER 1' DEEP, THIS LOT REQUIRES A BACKWATER VALVE 1 12' MIN, ABOVE PAD ELEV, THE CITY OF PER SECT. 409 OF U,P,C, PER APPROVED I MAIL OX 12" MIN. CLR. vi 0 6 EN INEE ING DE ARTMENTREGISTERCIVILNEER WRITTENALL CERTI IBCATI NO OF COMPLETION FMECULA (TYP. ) (FACE OF CURB TO OF POST) 3 U ROUGH WATER AND SEWER PLANS. ( SEE INDEX MAP ) OR (6" BACK OF CURB TO OF POST) 4 z GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRI❑R TO ROUND OFF TOP Q ISSUANCE OF THE BUILDING PERMIT, CERTIFICATI❑N SHALL BE TO LINE, P/L GRADE, ELEVATI❑N AND L❑CATI❑N OF CUT / FILL SLOPES. INDICATES NONSTANDARD GARAGE 5 �1E- �• 7, PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG FLOOR ELEVATION - SEE PLANS MIN.P.C.C. MI '� �f' SIDEWALK CURB & N. s O OF CUT rr /ff�/� GUTTER FAVARA SLOPES, 7-� 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN MAILBOX LOCATION ONE FOOT, DETAIL NO . 1 SECTION A --- A °E PORT 9 ALL GRADING SHALL BE DONE IN CONFORMANCE WITH REC❑MMENDATI❑NS OF 3' MIN, 1' 1' 3' MIN, N.T.S. FOR REAR YARD SLOPES GREATER b' MIN, 5 MIN, P/L 5' MIN� 6' MIN, �Lq THE PRELIMINARY SOILS INVESTIGATION AND LETTER OF UPDATE BY, MUDSILL MIN, MIN, MUDSILL THAN 5' IN VERTICAL HEIGHT ROAD CONVERSE CONSULTANTS DATED, JANUARY 7, 1999, TWO SETS OF THE FINAL COMPACTION REPORT 'SHALL BE SUBMITTED TO THE _ 62.00' ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- MENDATIONS AND CERTIFICATI❑N THAT GRADING HAS BEEN DONE IN CONFORM- ANCE WITH THE RECOMMENDATI❑NS OF THE PRELIMINARY S❑ILS REPORT, 12' MIN, 12' MIN. 52.00 54.00 10, THE CONTRACT❑R SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING INDEXMAP DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE N REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION, THIS INSPEC- 2% MIN, 2,1 MAX, 6' TYP, 2"/. MIN, - 21% MAX, MIN. 21% MAX, SCALE. 1" 200' TION MUST BE APPROVED PRI❑R TO BUILDING PERMIT FINAL INSPECTION FOR = EACH LOT, SECTION B B 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL LOTS INCLUDED SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE 5' MIN. P/L PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM CD EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE 3' MIN, 1' SECTI❑N 17,06 PRI❑R TO THE APPROVAL OF FINAL INSPECTION, MUDSILL MIN, `O 6 MIN, 3 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS, A CONSTRUCTION N0TES & QUANTITY ESTIMATE 13, FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERI❑R WALLS AT NOT .d 1 2 NO, ITEM QUANTITY UNIT LESS THAN 1/4' PER FOOT FOR A MINIMUM OF 3 FEET, 12' MIN, 14, A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING 2,1 MAX, LOT GRADING C19 LOTS x 15 C.Y./L❑T) 285 C.Y. PAD ELEVATIONS, WHERE SPECIFIC ELEVATI❑NS ARE REQUIRED, THE ELEVA- TION (WITH RESPECT T❑ MEAN SEA LEVEL) SHALL BE GIVEN, IF AN ELEVA- E 2% MIN, 6" MIN. CL TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL a 21% MAX, DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. L9 N SECTION C — C 15, EROSI❑N CONTROL, ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE Cb CD PLANT AT 12' ON CENTERS OR OTHER APPROVED GROUND COVER, SLOPES OVER TYPICAL OVERALL FOOTPRINT DIMENSIONS 15' IN VERTICAL HEIGHT, IN ADDITI❑N TO GROUND COVER, SHALL BE PLAN- TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF, SHRUBS o SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20' ON CENTER, COMBINA- TIONS,1' = 20' TIONS, 15' ON CENTERS, SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER Underground Service Alert BENCH MARK U,B,C, CHAPTER 10,R, Robed Beim, Filliam Fmst & Associates COUNTY OF RIVERSIDE B.M. NO. T-29-81 16, ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRI❑R CL PROFESSIONAL ENG I PEERS, PLANNERS & SURVEYORS 2 112" BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION OF FRONT ST. OWNER DEVELOPER TO COMMENCEMENT OF ANY CONSTRUCT ION/GR A DING, IEZ RBD 275`i Y , STE. 40D•TEiECt�A CII' 92591 AND RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO CALIFORNIA ROADco La CALL TOLL FREE (909) 676-8042 , FAX (909) 676-7240 WOODSIDE CHANTEMAR INC. 17, APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE 1-800 422--4133 TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD,IN THE N.N. THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- CORNER OF THE INTERSECTION 1' E. OF A 1' CHAINLIW FENCE, 21' x 16' A CALIFORNIA CORPORATION RECTIDN OF ERRORS OR ❑MISSIONS DISCOVERED DURING C❑NSTRUCTI❑N, UPON w AROUND SO. CALIF. GAS VALVES, 40' N. OF P.P. (NO.1) 94' N. OF THE CENTERLINE 23121 ANTONIO PARKWAY REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED SUITE 120 TO THE CITY ENGINEER FOR REVIEW AND APPROVAL, Li OF RANCHO CALIFORNIA ROAD. FIBERGLASS WITNESS POST SET 1' W. OF MONUMENT, RANCHO SANTA MARGARITA, Two WORKING DAYS BEFORE YOU DIG ADJ. DATE: 9-13-82 ELEV. 1128.410 CA. 92688 LD99-082GR 3 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE Q0ISSIO DESIGNED BY DRAWN BY CHECKED BY Drawing No. M A / CW CW Mm RECOMMENDED BY: DATE. CITY OF T DEPARTMENT OF PUBLIC WORKS Contractor HORIZONTAL `�� � j�� �y �v �� lans Prep r d Under The Supervision Of / �p y ACCEPTED BY: DATE: �I /%, TRA SEE ABOVE AS SHOWN No.43090 TRACT N 0 . 24184 Inspector Exp. 3/31--00 Date: L DEPUTY DIR. OF PUBLIC WORKS, FOR CITY ENGINEER Y.A.,h. PRECISE GRADING PLAN0 \4/ RONALD J. PARKS i MICHAEL A. LMAN VERTICAL sr C 1 V 1 �� , ,.. ......A.,...A. o to Date Completed 'jF 0�� 090 3-31-00 ,� 18 .:::::: " LOTS 34-52 N/A OF C N�1F R.C.E. No. Exp i r es R.C.E. No. 19744 _ . Expires 9-30-01 f TITLE SHEET SHEET 1 of 3 LEENA WAY N R7�• AQ � I O N /4�55 (off �O Q O �7 O GO 68.099 ++ 72.08' tk 10, 25 .�� % MiN. 70.00' ,� � 71 .00 01 . 68-68' � � 35' N 9s 92 e5 rw �' ° �� 0 93. p �o Mx " _ �S �'� :�� S° F FG 5 �, � 8 2.25 rW .- 1 �- 0 90.2 8,9° r- 1 .0X MIN. cv 1 .0X MIN' & N TF FG 1 95.6 0 95.6 FG 8 9�- 90.2 1 .0% MIN. °N° I Q 1 f FG � FG 8 9 F�- 92.0 0 92.0 FG `. 88.4 0 a' 9 ,3�r � 11 t FG FG 7 88. I o 0 o f 9 9 8 � FG FG 15 t F�- ro o Fr °` z ( J 81 •N POO � . I FF 1195.3 FF 1194.5 ( F`- � FF 1190.9 •N z '�( •9 $ PE 1193.8 FF 1192.7 FF 1189. 1 F�- 1EXISTING o PE 1195.6 o z z PE 1192.0 o PE 1190.2PE 1188.4or � z o z 0 IDEWALK PER Ir- 38 0 37 J � r- 35 ? r- IMPROVEMENT PLANS O 36 34 I 0 0 M NO. 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FG FG 88.8 8) E 92.4 FG 6 r 9�• 94. 1 .0% MIN. ( o 9 9 MIN• � FG 1. FG 0 88.Ell Oro F�' T +r S M N .9 N 1,°� MI.�� r- FGco co 75.00 S n T•6' 6, N. � 75.00 S 75.00' TS 75.00' �S S SCD 75.00 S LO 0 c7 3 a Underground Service Alert BENCH MARK 20 0 20 40 60 to 9 Robert Bein, rillidm Frost & Asso�cidtes COUNTY OF RIVERSIDE B.M. NO. T-29-81 ® PROFESSIONAL ENGIWERS, PLAMERS k SURVEYORS 2 112' BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION OF FRONT ST. OWNER/DEVELOPER GRAPHIC SCALE 17555 YIEZ R011D, STE. �O+TE]iEECUA G. 92591 AND RANCHO CALIFORNIA ROAD 1.8 MILES N.F. ON RANCHO CALIFORNIA ROAD CALL TOLL FREE (909) 676-8042 , FAX (909) 676-7240 WOODS I DE CHANTEMAR, INC. a TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD,IN THE N.W. 1-800-422-4133 CORNER ( THE INTERSECTION 1' E. OFA 1' CHA I NL I NK FENCE, 21' z 16' A CALIFORNIA CORPORATION W AROUND SO. CALIF. GAS VALVES, 40' N. OF P.P. (NO.1) 94' N. OF THE CENTERLINE 23121 ANTONIO PARKWAY 0 SUITE 120 w OF RANCHO CALIFORNIA ROAD. FIBERGLASS WITNESS POST SET 1' W. OF MONUMENT. RANCHO SANTA MARGARITA, TWO WORKING DAYS BEFORE YOU DIG AN DATE: 9-13-82 ELEV. 1128.410 CA. 92688 LD99--082GR 3 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE R,V SSIO DESIGNED BY DRAWN BY CHECKED BY Drawing No. M Q '� CW CW MM RECOMMENDED BY: DATE. C I TY OFT TEMECULA DEPARTMENT OF PUBLIC WORKS , A. Tr e o HORIZONTAL Contractor .� �y 1ar- Q •�``' v� � � P I a s Pr par nder The Supervision Of � Z � ,Y, ACCEPTED BY: ADATE. TRACT N 0 . 2 418 4 Inspector SEE ABOVE AS SHOWN � �XNo �3i °� Date: .S L7 DEPUTY DIR. OF PUBLIC WORKS, FOR CITY ENGINEER ,.r.. Y.A.v, PRECISE GRADING PLAN 2 a � 51 MICHA L A. AN % RONALD J. PARKS QE A' .1 1'' A'!.1'A'l.YA' O'.:, ' H O VERTICAL Jt' �I V 1�- �.��! �f ::1989 LOTS 34--38 48-52 Date Completed lF p `lF� R.C.E. No. 4 90 Expires 3-31--00 R.C.E. 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ON 3 201 . oN AR nNo A GF � GF 1203.9 ,} GF 1203.2 5 N 9j 3 197. , 0 ,t GF 1201 . 00. GF 1199.5 7 FG to FG F F f 1 1 ,t GF 1197. 97. (V �e oo FG " v Oce 00 .p ' Q �$ OD o p'ti .9 00 r 'o N FG FG JG r�, �, t • �`L 83 .4 1 .6 O Fes' o o�. as �°'�� '�`s,' •o��' $O '�' °' �O r' rod �iS` 0 �� Irv, 52 60.39 �, , o� FG, .- o, G, r- O(0.� o -� �. Z ,�G O h 74.00 F 70.00 R/W o r• } OHO• IK. 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(ZD V 44 N o 45 N o 46 z o0 � o f ? o 0. 1 o _ M 0 47 N o FF 1204.3 FF 1203.Q r- FF 1201 .0 0 � o .N o 0 4 PE 1203.6 F 02 PE 1202.3 PE 1200.3 FF 1199. 1 ~ 4 °� 9 8 PE 1198.4 ti , 1A 03.6 1 �' 14, 036 o FG 00.3 0. 03 o FG. 02.3 1201 FG o FG 98.4 +� 1 .6% MIN• 1\ F 7 4 +� 1 .0% MIN. FG �'1' �L , o co 02.3 °� , N /Ib � 0 FG 0 ���' PO o� 0� M � r- �•- o FG CD� T�6 � n 0,� 0 0� 63.45 75.00 TS �'� ' 75.00' TS -`� r 99 N TS '4 � 75.OQ' � 0 9 0 Underground Service Alert BENCH MARK C) 0 20 0 20 40 60 (0 Abbert Bein, Fillidm Frost do Associates COUNTY OF RIVERSIDE B.M. NO. T-29-81 PROFESSIONAL ENGIPEERS, FLAMERS k Sl1RVEYORS 2 1/2" BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION OF FRONT ST. OWNER/DEVELOPER * _,, _ GRAPHIC SCALE PO � ��555 YNEZ ' STE' �TDFUA�' 921 AND RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO CALIFORNIA ROAD BACKWATER VALVES LOTS 40-41 & 45 47bi 0 CALL TOLL FREE (909) 676-8042 FAX (909) 676-7240 TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROADJN N THE N.W. WOODS I DE CHANTEMAR, INC. Q 1 -800-422-4133 A CALIFORNIA CORPORATION CORNER OF THE I NTERSECT I ON 1' E. OF A 1' CHA I NL I W FENCE, 21' z 16' 23121 ANTONIO PARKWAY w AROUND SO. CALIF. GAS VALVES, 40' N. OF P.P. (NO.J) 94' N. OF THE CENTERLINE SUITE 120 w OF RANCHO CALIFORNIA ROAD. FIBERGLASS WITNESS POST SET 1' W. OF MONUMENT. RANCHO SANTA MARGARITA, Two WORKING DAYS BEFORE YOU DIG ADJ. DATE: 9-13-82 ELEV. 1128.410 CA. 92688 LD99-082GR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK i SCALE Q�0�E S S 1p�, DESIGNED BY DRAWN BY CHECKED BY �a w i�9 �. � �o PO A CW CW RECOMMENDED BY: DATE: C ITY OF T DEPARTMENT OF PUBLIC WORKS Contractor HORIZONTAL y `�� ��� Plans P epar Under The Supervision Of 0 SEE ABOVE AS SHOWN w No.43090 ACCEPTED BY: DATE: TRACT N 0 . 24184 Inspector � Exp. 3/3,-00 � Date: /1-7 9DEPUTY 1 R uBLIC WORKS, FOR CITY ENGINEER 3 0 MICHA A. AN RONALD JPARKS . . .._. PRECISE GRADING PLAN 5- VERTICAL • VERTICAL C1VI 090 3-31-00 -47Date Completed N/A OF CAR.C.E. No. Ex fres R.C.E. No. 19744 Ex ites 9-30-01 LOTS 39 a '� SHEET 3 OF 3