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Rough Grading & Erosion Control
GENERAL GRADING NOTESCITY OF TEMECULA / WORK TO BE DONE 1 . ALL GRADING SHALL CONFORM TO THE LATEST 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING 17. STABILITY CALCULATIONS WITH A FACTOR OF AT / THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO PROVISION OF THE UNIFORM BUILDING CODES AS DEPARTMENT AT LEAST 24 HOURS IN ADVANCE LEAST ONE AND FIVE-TENTHS ( 1 .5 ) SHALL BEROUGH GRADING PLAN / ` BE DONE ACCORDING TO THESE PLANS, THE CURRENT CITY OF AMENDED BY ORDINANCE 93-04. REQUESTING FINISH LOT GRADE AND DRAINAGE SUBMITTED BY SOILS ENGINEER TO THE / TEMECULA STANDARDS AND SPECIFICATIONS, AND THE INSPECTION. THIS INSPECTION MUST BE APPROVED ENGINEERING DEPARTMENT FOR CUT AND FILL STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR SLOPES OVER 30' IN VERTICAL HEIGHT. / DEPARTMENT OF TRANSPORTATION, DIVISION OF HIGHWAYS. SHALL BE A MINIMUM OF 1%.-WAINAa SWAGES SHAD M MIN.OFa2' EACH LOT. ... 111?._ 2 13/ DEEP 4 BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF ENGINEERING DEPARTMENT PHONE: (909)694-6411 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TRAC I NO CUT OR FILL SLOPES. CERTIFICATION OF BUILDING PAD ELEVATIONS. PRIVATE ENGINEERS IO / � 3. MAXIMUM CUT AND F ILLSLOPE-2:1 . 11• CUT SLOPES EOUAL TO OR GREATER THAT 5' IN WHERE SPECIFIC ELEVATIONS ARE REQUIRED* THE / NOTICE TO CONTRACTORS VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR ELEVATION (WITH RESPECT TO MEAN SEA LEVEL ) 4. PROVIDE 5' WIDE BY 1 ' BERM OR EQUIVALENT GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT / ALL CONTRACTORS AND SUB-CONTRACTORS PERFORMING ALONG THE TOP OF ALL FILL SLOPES OVER 5' PLANTED WITH GRASS OR GROUND COVER TO PROTECT TO ADJACENT GROUND SURFACE IS REQUIRED• THE / WORK SHOWN ON OR RELATED TO THESE PLANS SHALL HIGH. THE SLOPE FROM EROSION AND INSTABILITY IN ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SLOPE TO BE CONStRUCTED TO FORM � / (T. CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE ACCORDANCE WITH CITY DEVEGOPMEIVT GODS 17..Ofo SHALL BE GIVEN. / Q- / PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS 5. ALL GRADING SHALL BE DONE UNDER THE THE APPROVAL OF FINAL INSPECTION, A SMOOTH CONTINOUS PLANE SURFACE w / �` PROTECTED. ALL CONTRACTORS AND SUB-CONTRACTORS SUPERVISION OF A COMPETENT SOILS ENGINEER WHO 19. AND ROLLED BACK TO PL TO REMOVE Q- / SHALL COMPLY WITH THE 'OCCUPATIONAL SAFETY AND SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY 12. NO FILL SHALL BE PLACED ON EXISTING GROUND PLANTED W�THRROSEAAICEGPLANDT AT 12" ONACENBERS PAD SLIVER BEYOND PROPERTY LINE SEE BERM DETAIL THIS SHEET / �V� PARK SITE / HEALTH REGULATIONS'OF THE U.S. DEPARTMENT OF PLACED AND WHO SHALL SUBMIT A FINAL UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, / Q� �.,� LABOR AND THE STATE OF CALIFORNIA DEPARTMENT OF COMPACTION REPORT FOR ALL FILLS OVER 1 ' DEEP. DEBRIS, TOPSOIL, AND OTHER DELETERIOUS OR ANOTHER APPROVED GROUND COVER. SLOPES OVER NOTE ROUNDED � --�r r INDUSTRIAL RELATIONS 'CONSTRUCTION SAFETY ORDERS.' 15 IN VERTICAL HEIGHT IN ADDITION TO GROUND COVER TOP OF SLOPE / r-----.�- 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO MATERIAL. SHALL BE PLANTED WITH APPROVED TREES, SHRUBS. OR A LOT PAD / Q. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT `v �-- r / 4)1 WAY FOR THE CONTRACTOR'S AND SUB-CONTRACTOR'S THE CITY OF TEMECULA'S ENGINEERING DEPARTMENT 10' ON CENTER• TREES 20' ON CENTER• COMBINATIONS / �- / COMPLIANCE WITH SAID REGULATIONS AND ORDERS. A WRITTEN CERTIFICATION OF COMPLETION OF 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH 15' ON CENTER. SLOPES OVER 4' IN VERTICAL HEIGHT • / ' ROUGH GRADING IN ACCORDANCE WITH THE APPROVED FILL IS TO BE PLACED. THE TERRAIN MUST BE SECTION `C-C" / / 4► CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME GRADING PLAN PRIOR TO ISSUANCE OF THE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH / I AN COMPLETE RESPONSIBILITY - T SOIL FOR FULL SUPPORT. PREPARATION SHALL BE BACKFLOW PREVENTION DEVICES PER U.P.C. • CHAPTER 10.R. N.T.S. / SOLE AND LEEEOFFOR JOB-SITE E BUILDING PERMIT. CERTIFICATION SHALL APPROVED BY A REGISTERED ENGINEER PRIOR TO / � / � I CONDITIONS DURING THE COURSE OF CONSTRUCTION OF BE TO L [NE. GRADE. ELEVATION AND LOCATION OF PLACEMENT OF FILL MATERIAL. 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL //1 45 / ,� I THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND CUT FILL SLOPES. PROPERTY; THAT THIS REQUIREMENT SHALL APPLY EXTERIOR WALLS AT NOT LESS THAT 1/4 PER FOOT 44 / I CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING 7. PROVIDE A BROW DITCH9 DESIGNED TO HANDLE 14• DURING ROUGH GRADING OPERATIONS AND PRIOR TO FOR A MINIMUM OF 3 FEET. / HOURS; AND THAT CONTRACTOR SHALL DEFEND, INDEMNIFY 100YR 0 STORM FLOWS. ALONG TOP OF CUT CONSTRUCTION OF PERMANENT DRAINAGE 43 46 / � I AND HOLD THE OWNER AND THE CIVIL ENGINEER HARMLESSSLOPES. STRUCTURES+ TEMPORARY DRAINAGE CONTROL SHOULD 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL 42 47 P FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN BE PROVIDED TO PREVENT PONDING WATER AND WATER COURSES SHALL BE PERMITTED. 9 6 9 N / 48 � I CONNECTION WITH THE PERFORMANCE OF WORK ON THIS 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR DAMAGE TO ADJACENT PROPERTIES. / 59 60 49 50e3 � I PROJECT, EXCEPTING FOR LIABILITY ARISING FROM SOLE ALL FILLS GREATER THAN ONE FOOT. 22. ALL PROPERTY CORNERS SHALL BE CLEARLY / 40 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER DELINEATED [N THE FIELD PRIOR TO COMMENCEMENT / 61 5 354 55 6 I NEGLIGENCE OF THE OWNER OR ENGINEER. 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH APPROVED METHODS. OF ANY CONSTRUCTION/GRADING. RECOMMENDATIONS OF THE PRELIMINARY SOILS / 39 62 51 5T 55 THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY INVESTIGATION BY LEIGHTON AND ASSOCIATES 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT / 63 I UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE SITE MUST CONTINUE NUE TO FUNCTION ESPECIALLY ALLY APPROVAL OF THESE PLANS BY THE CITY OR ITS SEA I$IAM COURT 37 66 8�3' PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE DATED TWO SETS OF THE FINAL AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS 6 T7 TS T9 80 81 8Z 88 � RECORDS. THE CIVIL ENGINEER ASSUMES NO LIABILITY DURING STORM CONDITIONS. PROTECTIVE MEASURES ENGINEER FROM THE RESPONSIBILITY FOR THE / 6�� 7 COMPACTION REPORT SHALL BE SUBMITTED TO THE AND TEMPORARY DRAINAGE PROVISIONS MUST BE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED EARTHEN BERM DETAIL / 36 74 91 s7 86 � I AS TO THE EXACT LOCATION OF SAID LINES NOR FOR ENGINEERING DEPARTMENT WHICH SHALL INCLUDE USED TO PROTECT ADJOINING PROPERTIES DURING 2T 68 92 UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE FOUNDATION DESIGN RECOMMENDATIONS AND GRADING OPERATIONS. DURING CONSTRUCTION. UPON REQUEST. THE N.T.S. / 3 `\ 71 72 NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY 85 CERTIFICATION THAT GRADING HAS BEEN DONE IN SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND 28 34 94 FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES CONFORMANCE WITH THE RECOMMENDATIONS OF THEH �� / 6 1 PRIOR TO WORK OR EXCAVATION TO DETERMINE THE EXACT PRELIMINARY REPORT. APPROVAL. 33 1�2" 148 95 LOCATIONS OF ALL LINES AFFECTING THIS WORK SOILS E ORT / � � 107� � I / 30 32 10!5 WHETHER OR NOT SHOWN HEREON, AND FOR ANY DAMAGE OR EROSION CONTROL GENERAL NOTES n 25 / 104 97 I PROTECTION TO THESE LINES. ESSEX 24 31 �/ MEADONBROOK SAY 103 � '� 23 ENGINEER OF WORK / 16 19/ 22 / 101 1 . EROSION CONTROL IS REQUIRED FOR GRADING 11 . THE DEPARTMENT OF PUBLIC WORKS RESERVES THE RIGHT 19. FILL AREAS WHILE BEING BROUGHT UP TO GRADE AND / 15 20 ) >� I RICK ENGINEERING COMPANY OPERATIONS DURING THE RAINY SEASON FROM TO MAKE CHANGES OR MODIFICATIONS TO THE PLAN AS DURING PERIODS OF COMPLETION PRIOR TO FINAL KRr A r 33-71 ` 12 > 99 3050 CHICAGO AVENUE SUITE 100 OCTOBER 15TH TO APRIL 15TH. APPROVED PLANS ARE DEEMED NECESSARY. GRADE, SHALL BE PROTECTED BY VARIOUS MEASURES. / 5 14 21 / ......... 98 98 RIVERSIDE, CALIFORNIA 92507 REQUIRED FOR ALL ROUGH GRADING. TO ELIMINATE EROSION AND THE SILTATION OF / 6 / / (909) 782-0707 12. INFORMATION ON THIS PLAN IS FOR EROSION CONTROL / ••, FAX- (909) 782 0723 FACILITIES AND ADJACENT AREAS. 2. IN CASE OF EMERGENCY CALL: ONLY, ALL OTHER INFORMATION IS SUBJECT TO CHANGE. MEASURES MAY INCLUDE, BUT SHALL NOT BE LIMITEOSE T a 12 / // ,,' DENNIS BOWMAN TO: TEMPORARY DOWN DRAINS, EITHER IN THE FORM OF / 1 / I MCMILLIN COMPANIES 13. TEMPORARY EROSION PROTECTION IS REQUIRED FOR PIPES OR PAVED DITCHES WITH PROTECTED OUTFALL , 9 / // ;• OWNER /DEVELOPER - (909 ) 694-3888 MANUFACTURED SLOPES PRIOR TO PERMANENT AREAS; GRADED BERMS AROUND AREAS TO ELIMINATE io / I• / TEMEKU HILLS DEVELOPEMENT PARTNERS L.P.,PLANT[NG. EROSION OF FILL SLOPESBY SURFACE RUNOFF. A CALIFORNIA LIMITED PARTNERSHIP 3. THE DESIGN CIVIL ENGINEER WILL SUPERVISE EROSION CONFINED PONDING AREAS TO DESILT RUNOFF; / -•''�� �� 2727 HOOVER AVENUE CONTROL WORK AND INSURE THAT WORK IS IN 14. AREAS SHALL BE MAINTAINED IN SUCH A STATE THAT TEMPORARY CHECK DAMS IN TOE OF SLOPE DITCHES TO 2 ,••• / ~-�----� .� NATIONAL CITY, CALIFORNIA 91950 ACCORDANCE WITH THE APPROVED PLANS ( IF FIRE ACCESS SHALL BE MAINTAINED AT ALL TIMES DES I L T RUNOFF; PROTECTION SUCH AS SAND BAGS 1 / / ~--� '•„ "� (619) 477-4117 REOU I RED SY THE 0EPANTMENT Of PU15LJC WOICKS) ( INCLUDING ACCESS TO NEIGHBORING PROPERTIES). AROUND I NLETS WH I CH HAVE NOT BEEN BROUGHT UP TO � / / INDEX MAP ��� GRADE; AND EARTH BERMS AND APPROPRIATE GRADING / 4. EQUIPMENT AND WORKERS FOR EMERGENCY WORK 15. NO OBSTRUCTION OR DISTURBANCE OF NATURAL TO DIRECT DRAINAGE AWAY FROM THE EDGE OF THE / SCALE 1'=200' LEGAL DESCRIPTION ."•' / SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE DRAINAGE COURSES OR EXISTING STORM DRAIN INLETS TOP OF SLOPES SHALL BE CONSTRUCTED AND •'" RAINY SEASON. NECESSARY MATERIALS SHALL BE SHALL OCCUR DURING THE RAINING SEASON. UNLESS MAINTAINED ON THOSE FILL AREAS WHERE EARTHWORK ��'�. / PARCELS 1THROUGH 5 AS SHOWN ON PARCEL MAP NO 21884 AVAILABLE ONSITE AND STOCKPILED AT CONVENIENT ADEQUATE TEMPORARY/PERMANENT DRAINAGE OPERATIONS ARE NOT IN PROGRESS. R.O.W. R.O.w. FILED IN BOOK 144, PAGES 24 THROUGH 33 OF PARCEL LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF FACILITIES HAVE BEEN APPROVED AND INSTALLED TO / MAPS IN THE OFFICE OF THE COUNTY RECORDER OF TEMPORARY DEVICES WHEN PLAN IS IMMINENT. CARRY SURFACE WATER TO THE NEAREST PRACTICAL 20. TOP OF CUT BROW DITCHES, WHERE REQUIRED ON THE / / Moo50' RIVERSIDE COUNTY, CALIFORNIA. STREET, STORM DRAIN OR NATURAL WATER COURSE. PLANS, SHALL BE CONSTRUCTED PRIOR TO EXCEEDING ✓ ��., ;% 6 / 2.5' 22.5' 1 22.5' 2.5 5. DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT 12 FEET OF CUT MEASURED VERTICALLY. • TOPOGRAPHY THE APPROVAL OF THE DEPARTMENT OF PUBLIC WORKS. 16. THE DEV"P69 SHALL CONDUCT HIS OPERATIONS IN 4.5' 18' 18' 4,5' SUCH A MANNER THAT STORM RUNOFF WILL BE 21 . CLEARING AND GRUBBING SHOULD BE LIMITED TO ` // Ln , 6. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL CONTAINED WITHIN THE PROJECT OR CHANNELED INTO AREAS THAT WILL RECEIVE IMMEDIATE GRADING- `�/ Q m 0.5' TYP 7.0 CONTOURS AND ELEVATIONS PROVIDED FROM PHOTOGRAMMETR[C BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE STORM DRAIN SYSTEM WHICH SERVES THE RUNOFF EROSION CONTROL MEASURES WILL BE REQUIRED TO LOT WIDTH VARIES Lon METHODS IN CONFORMANCE WITH THE U.S. MAP ACCURACY THE 5-DAY RAIN PROBABILITY FORECAST EXCEEDS 40y.. AREA. STORM RUNOFF FROM ONE AREA SHALL NOT BE PROTECT AREAS WHICH HAVE BEEN CLEARED AND SEE PLAN PROPOSED C&G, m STANDARD AND SUPPLIED BY PICTORIAL SCIENCES, INC. ALLOWED TO DIVERT TO ANOTHER RUNOFF AREA. GRUBBED PRIOR TO GRADING OPERATION, AND WHICH & SIDEWALK PROPOSED T.P. 1097 WEST BASE LINE, SAN BERNARDINO, CALIFORNIA 92411, 7. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE ARE SUBJECT TO RUNOFF DURING THE PERIOD OF THE ~ PHONE (714) 888-5795, DATED 5-25-88. REMOVED FROM CHECK BERMS, SILT FENCES, AND 17. CONFORMANCE WITH THE REQUIREMENTS OF THESE RAINY SEASON. THESE MEASURES MAY INCLUDE BUT DIRT BEAM J W � DES ILT ING BASINS ETC. PLANS SHALL IN NO WAY RELIEVE THE PEMOPLQ SHALL NOT BE LIMITED TO: GRADED DITCHES; BRUSH TYP a _ SOILS ENGINEER FROM HIS RESPONSIBILITIES TO THIS SITE AND BARRIERS AND SILT FENCES. CARE SHALL BE EXERCISED �"�' 3C J : o o J u7 u') U 8. GRADED AREAS AROUND THE TRACT PERIMETER MUST ADJACENT PROPERTIES. TEMPORARY EROSION CONTROL TO PRESERVE VEGETATION BEYOND LIMITS OF GRADING. 'a LEIGHTON & ASSOCIATES DRAIN AWAY FROM THE FACE OF SLOPE AT THE SHALL CONSIST OF, BUT NOT BE LIMITED T09 V) " FINISH PAD GRADE 41769 ENTERPRISE CIRCLE N. CONCLUSION OF EACH WORKING DAY. CONSTRUCTING SUCH FACILITIES AND TAKING SUCH 22. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE _j *FOR STREET WITH STORM ROUGH GRADE SURFACE SUITE 102 MEASURES AS ARE NECESSARY TO PREVENT, CONTROL DEVELOPER FROM RESPONSIBILITY FOR THE U DRAIN, DEPTH VARIES, AS TEMECULA, CA 92590 9. THE DEVELOPER SHALL BE RESPONSIBLE AND SHALL AND ABATE WATER, MUD AND EROSION DAMAGE TO CORRECTION OF ERRORS AND OMISSIONS DISCOVERED NOTE: FOR TEMPORARY EARTH BERM AT TOP DIRECTED BY OWNER, (909) 676-0023 TAKE NECESSARY PRECAUTIONS TO 'PREVENT PUBLIC PUBLIC AND PRIVATE PROPERTY AS A RESULT OF THE DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED SLOPE PER PLAN OF FILL SLOPES SEE DETAIL THIS SHEET TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CONSTRUCTION OF THIS PROJECT. PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO TYPICAL ROUGH GRADE STREET SECTION CREATES A HAZARDOUS CONDITION. 18. SLOPES CONSTRUCTED PRIOR TO OCTOBER 1ST SHALL BE THE ENGINEER FOR APPROVAL. TYPICAL LOT CROSS_ SECTION B-B LEGEND N.T.S. 10. DESILT[NG BASINS ARE TO BE CONSTRUCTED AS TREATED FOR EROSION CONTROL PRIOR TO OCTOBER 23. ALL GRADED SLOPE AREAS 5' OR MORE IN HEIGHT SHALL BE N.T.S. GRADING OF INDIVIDUAL GRADING AREAS ARE 15TH. SLOPES CONSTRUCTED AFTER OCTOBER 1ST HYDROSEEDED UNLESSSUFFICIENT NATURAL VEGETATION CUT/FILL BANK 2:1 COMPLETE PER ROUGH GRADING PLANS. SHALL BE TREATED FOR EROSION CONTROL AS THE HAS BEEN EXTABLISHED AS DETERMINED BY THE CITY OF - - ������-����--��--�-�---��--�- CONSTRUCTION OF SLOPE PROGRESSES IN INCREMENTS TEMECULA INSPECTOR. (UNLESS OTHERWISE NOTED ON PLAN) OF 25 FEET OR LESS MEASURED VERTICALLY. FINISH ELEVATION 12506 - - CUT/FILL LINE ............................................. -----�F at`---•--- ,�w TEMECULA W 2. DAYLIGHT LINE cr_ ® (9) ED UNIT BOUNDARY ............................................. SURVEY U L A 100' PL �s R.O.w. � � R.O.w. � � R.O.w, � EXISTING CONTOUR H i TE R.O.w. 88 A 2.0% 1.0% �.p% PL � 0 10 LEVEL PAD GRADE ----•----------------------------------- ----- -- --- -------- VARIES 50 TO 44 VARIES 50 TO 44 44' 44' ao 60' A AS SHOWN FINISH CONTOUR IF212' VARIES 38' TO 32' VA IES 38' TO 32' 12' 12' 32' 32' 12' W LEVEL m 4.5� 3' 1.0% """"` "- ---`---� 50 ow- W _ � � EXISTING SPOT ELEVATION 'sb 6 VARIES 6' TO 0' 32 6' o a cr_a rl o "' 0.5' TYP N W �I BLADED SWALE .............................................. o • o Cr TYp PROPOSED C&G, EXIST. `° PROPOSED C&G, EXIST. AC PAV'T ~ N I-- - ' _ PROPOSED STORM DRAIN <- 3.5 USE VERTICAL CUT �( A & SIDEWALK AC PAV'T & SIDEWALK c � ® * `" 2.0� >= 3.5' - USE VARIABLE SLOPE PROPOSED T.P. �_ PROPOSED T.P. �� I-_ SIDE SLOPES WITH ELEV. DIFF. OF <=2' N.T. -.� 1 .� � - ` p GRADE BREAK BETWEEN PADS WILL BE CUT VERTICAL ESTIMATED GRADING QUANTITIES � 7 � � ~~; __7 V --v TOP OF CURB VICINITY MAP c4 ~-- N ~ =�- B GRADE (0.5') ESTIMATED CUT 260,000 CY o o T - ESTIMATED FILL 260.000 CY TYPICAL LOT GRADING DETAIL ROUGH GRADE LOT GRADING SECTION A A NOTE.r GRADING QUANTITIES SHOWN HEREON ARE RAW QUANTITIES ALERT *FOR STREET WITH STORM ROUGH GRADE SURFACE *FOR STREET WITH STORM ROUGH GRADE SURFACE DIG N.T.S. SURFACE N.T.S. FOR PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR TM DRAIN, DEPTH VARIES, AS DRAIN, DEPTH VARIES, AS FINAL PAY QUANTITIES. DIRECTED BY OWNER. DIRECTED BY OWNER. CALL ROUGH GRADE STREET SECTION FOR LA SERENA WAY ROUGH GRADE STREET SECTION FOR LA SERENA WAY - BEFORE + + + LD 98 092 GR You DIG! STA 88 66.17 TO STA 94 54.07 STA 94 54.07 TO STA 118+20.21 N.T.S. RICK ENGRMEMM COMDWY 1400-227-2600 N.T.S. 3050 ChlCOW Avenue UNDERGROUND SERVICE ALERT suite 100 _ CaNat least 2 working days prior to excavating. RI vers Ido,California 92507 (909) ?e2-0?0? CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL, ESS Designed by Drawn by Checked y Drawing No. SCALE '1210111ry COUNTY OF RIVERSIDE B.M.T-29-s1 ACHE EMR EH EMR RECOMMENDED BY: DATE: �O 9 M c Fi CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS 2-1/2'BRASS DISK IN CONCRETE CYLINDER Horizontal Q� Contractor iN THE N.W.CORNER OF THE INTERSECTION �r � No. 46804 � � P spared Under Supervision Of BY. DATE. ACCEPTED � OF RANCHO CALIFORNIA RD.WITH MARGARITA ,_ , RD. 1.0'EAST OF A 7.0'C.L.FENCE,40'NORTH 1 -200 Exp.6-30-99 _ a::- ����g RONALD J. PARKS '' Inspector OF P.P.(NO NUMBER),94 NORTH OF THE CENTER �t � EDWARD MIC RA ICAN DEPUTY DIRECTOR OF PUBLIC WORKS ROUGH GRADING PLANS 0. LINE OF RANCHO CALiFORN[A RD. SET FIBERGLASS Vertical Date Cmp it'd WITNESS POST 1.0'WEST OF MONUMENT. �r4TF CIV IV Olt 46804 6-30-99 �-- =- TRACT NOS. 23371- 11,12 8H3 ELEVATION: 1128.410 (ADJ.9-13-82) N/A O' CALF R.C.E. No. Expires R.C.E. 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'111 11 ... •. ..-.. .;`= _ ...................... •--••- _ /.t .. '{�`r•,;• SEE SHEET NO*. 6 DIG A RT Tm 1 CAL- CAUTION : LD 98-092 GR BEFORE SCALE: V= 40' YOU DIG! EXACT LOCATION OF EXISTING RIM D 1400-227-2600 UNDERGROUND FAC I L I T I ES IS 40 0 40 80 aoso Chlodq� A,►«>~,. UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO Cal f loo RtwrsIdo, CalIornld 9M7 t!0!1 M•0T01 Callat least 2 working days prior to excavating. VERIFY I N FIELD. DATE BY REVISIONS DATE ACC'D BENCHMARK: SEALS E551 Designed by Drawn by Checked by , CONSTRUCTION RECORD SCALE � Drawing No. 9-?Z-18 REG I I'd WeEW CAKED 5T1GK DR. W►��HEL , s >~ E H EMR RECOMMENDED BY: DATE: Z� CITY OF T DEPARTMENT OF PUBLIC WORKS Contractor REG 2 RE V1 SE D 6G6 V O/1/GOG HI&L DR. Horizontal � P Prepared Under Supervision Of � �► No.�6e0� z � ACCEPTED BY: - DATES W � 9$ SEE SHEET NO. 1'=�0' Exp.6- o-� Date �/�� S RONALD J. 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EXACT LOCATION OF EXISTING RJ0(E%R4EERM 1-800-227--2600 UNDERGROUND FACILITIES 15 3050 Cf'f 1 CogD Awrfus sults 100 UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO RIVera 106, Callat least 2 working days prior to excavating• VERIFY I N FIELD. cal 1 rornla 9zsa1 soon T•:-o'ro� CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE SEAL: Designed by Drawn by Checked by , ESsip�,� Drawing No. -Z2�8 LowE�ED eRoo,Y�v,sric RD 56/11Nac-6 a S J F EH EMR RECOMMENDED BY:. DATE: CITY OF T DEPARTMENT OF PUBLIC WORKS e orreg ceeEX c/R. v;CHANGE 'r c.,Fs HorizonteI �: Contractor Pb pared Under Supervision Of -xz9a SEG PAvs ro IMFLECr LOW6R/AlCa d No. 4680 z ACCEPTED BY:' DATE: p �� AD.a uSTED c�T C. NES [.oTS 5�-(c3 SEE SHEET NO. 1 1'=40' Exp.6-30-99 �14 Date 8-/7 g8 RONALD J. 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Ca I I own I a amw 00" m-em DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: VfOESSI Designed by Orating No* CONSTRUCTION RECORD SCALE RECOMMENDED BY$ DATE: &�nq)*g r6c L-OWEIZED 5emigol 77 511111111111111111` sjF EH EMR CITY O F T E M E C U L A DEPARTMENT OF PUBLIC WORKS Horizontal P -spared Under Supervision Of Contractor 11-13-79 gee, Az revj:5co PA IC Ij S1 rE- w No.46W4 ACCEPTED BY: . DATE: Inspector SEE SHEET NO. I 10---40,1 ExPA-M-99 Oats _;5 °1-95 RONALD J. PARKS ROUGH GRADING PLANS • Vertical 49 0 EDWARD MICHEU A01CAN DEPUTY DIRECTOR OF PUBLIC WORKS loop J>, C I v TRACT NO. 23371-�11 -13 wAs. 46804 6-30-" Date Cmplt"d N/A R.C.E. No. Expires R.C.E.,Na 19T44 Expires 9-30-01 shoot 4 of 12- /uor/projdoto/r-grp/d-131143/1143grdliLdgn PLOT DATE:11-JUN-1995 JN 131q3 , .•1 SE \ \ 8. 6'. 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Caitrarnta $M? :90: m-0707 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE SEAL: Designed by Drawn by Checked by Essrp�, Drawing No. "Y S J F E H EMR RECOMMENDED BYs DATE= CITY OF T DEPARTMENT OF PUBLIC WORKS q Zz 98 R.EG Rg v I S e n ConlG�ssr o NAIL S r. � Z W,ICHEL 5 UNN 1&I Ca DAA E 1)1Z. 5 0A�D I 4 Horizontal ! V P Ian red Under Supervision Of p o ContractorW No.�6eo� j l SEE SHEET W. 1 1'=40' � W Exp.6-3o-99 z � � �9 ACCEPTED 8Y: DATE: Date �q g RONALD J. PARKS ROUGH GRADING PLAN Inspector DEPUTY DIRECTOR OF PUBLIC WORKS _ � � wARD MICHEL TI AN Vertical CIV, ,' _ TRACT NO 23371- 11 12 Date Cmp It'd NSA qr �,��F R.C.E. No. Expires R.C.E. No. ATF R.C.E. 46804 6-30-99 t9T„ Expires 9-30-01 �"' Sheet of 12 /usr/pro,Jdata/r_grp/d-13193/193grdll.dgn PLOT DATES 10-JUN-1998 JN 131,43 SEES T N . 2............ r .... r 1 3 1 9 4p M ,! N f I r =�' / nI / 5 ,•- ••,' f 1 M 1 n/ 1 � V 1 1,.' •r'',•1 '1. .. �•'• (WO •!' • ! •I ►� • :•i r•. �•� r'• .... •� r! 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CONTRACTOR TO its loo UNDERGROUND SERVICE ALERT gp NYS ����.a szsoT ssor: Yrz-o?oT CoNat least 2 working days prior to excavating. VERIFY I N FIELD. 40 0 40 DATE BY REVISIONS DATE ACC'D BENCHMARK: SEALS Esse Designed by Drawn by Checked by CONSTRUCTION RECORD SCALE Drawing No. M%CHEL � 5J F em �M�e RECOMMENDED BY: DATE: �! CITY OF T DEPARTMENT OF PUBLIC WORKS Horizontal a� P reared Under Supervision Of P Contractor 8+ W NO.X6804 _ ACCEPTED BY: DATE: SEE SHEET No. 1 1'=40' Exp•6-30-99 Date RONALD J. PARKS ROUGH GRADING PLAN Inspector Vertical .0 EDWARD MICHEL RAT CAN DEPUTY DIRECTOR OF PUBLIC WORKS - TRACT NO. 23371- 11 -1Z Date C It'd N/A rf OF r��XF� R.C.E. No. 46804 Expires 6-30-99 rh Sheet 6 of mp R.C.E. No. 19T�� Expires 9-30-01 PLOT DATE:10-JUN-1998 JN 13193 /usr/pro jdata/r-grp/d-13193/193grd12.dgn IQ- da w r =,� " _� '�`-w.,y �� .-"+.:�`—.,�•. •+.w '7`//,' i�''/.':ice•J'.''.i�'`. 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DIG ALERT CAM CAUTION : NOrE:SANDBAG PLAcEM6NT THrS SHEer 15 A GRAPHIC ZEPPESENTIOAI OIUGY L...0 98 9;2C76 BEFORE SCALE: 1'= 40' SEE r6r9E5P6WD/AIG D6TA11.S PDX YOU DIG! EXACT LOCATION OF EXISTING ExAcr P&ACEMENr RUK ENU 144-227-2640 �t� A�4Q p 40 80 Sett. 100UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO R1vers1dr6 aNat least 2 corking days prior to excavating. VERIFY I N FIELD. Ca l i tarn l a l2S0T (!0!1 T!2-QTOT CONSTRUCTION RECORD �. DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: Designed Designed by Drawn by Checked by SCALE � �� RECOMMENDED BY: M DATE: S�la Drawing No. A%CHEL 3JF EMR C ITY O TEMECULA DEPARTMENT OF PUBLIC WORKS Contractor Horizontal 3'a� �% Pb pared Under Supervision Of �� J + w �•46804 z �v ACCEPTED BY: DATE: _ EC0510m CCOIUrC1201. Inspector SEE' SHEET N0. 1 - Exp.6-3o-99 Date 8�14)— _ _ _ RONALD J. PARKS ROUGH GRADING PLAN Vertical � DIY„ `� EDWARD MICHEL AT AN DEPUTY DIRECTOR OF PUBLIC WORKS ,Z TRACT N0. 233717114 - Date Cmplt'd NSA 4Tf OF CA``F � R.C.E. 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EXACT LOCATION OF EXISTING RIO(D COMMNY 1-$40-227-2600 UNDERGROUND FACILITIES 15 3050 ChI0090 Avstlnir UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO Riversulte 1OC RlwrstOn. Cfti i 1 Earn 1 a !2501 x!0!1 7t2-OT01 Calat bast 2 working days prior to excavating. VERIFY I N FIELD. CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE SEAL. Designed Designed by Drawn by checked by �4C RECOMMENDED BY: Drawing No. S:1F EH EMR DATE. CITY OF T DEPARTMENT OF PUBLIC WORKS W,tCHEC � , Horizontal �� Plons Prepared Under Supervision Of Contractor No.�Gao� _ ACCEPTED BY: DATES p� 8 ER0s�0M CONY"'L SEE SHEET NO. 1 1•-40' Exp.6-30-99 Dat® _ 8-�9�98 ._. RONALD J. PARKS ROUGH- GRADING PLANS Inspector DEPUTY DIRECTOR OF PUBLIC WORKS Vertical EDWARD M[CHEL A ICAN - TRACT NO. 23371- 11 Date Cmplt'd N/A r4Tf 0" CX,11 t� R.C.E. No. 46804 Expires 6-30-99 i Sheet 8 :of 12 R.C.E. No. 19744 Expires 9-3001 /usr/progate/r_grp/d_13193/1939rd9.dgn PLOT DATE:11-JUN-1998 JN 13193 SEE SHEET NO. 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VERIFY IN FIELD, Col 1 forn t a !2'�OT (�Oi1 Tit-0707 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: Designed by Drawn by Checked by SCALE Esse , Drawing No. �cHEL S J F E H EMR RECOMMENDED BY: DATE: B�� � ,�w �► �, CITY OF T DEPARTMENT OF PUBLIC WORKS Contractor Horizontal =' a� �= v 3 � Plans Prepared Under Supervision Of #6804 i % � ACCEPTED BY: DATE: �1vEROSION 'T OSEE SHEET NO. 1 1'=40' Exp•6-3o-99 Date —19—5 CONTROL L Inspector _ - .. 8 RONALD J. PARKS verticalEDWARD MICHEL ATICAN DEPUTY DIRECTOR OF PUBLIC WORKS ROUGH GRADING PLAN _- Date Cmplt'd TRACT NO 23371- 11 �1Z srgrf civ `���,�� 46804 6-30-99 - N/A OF CAS R.C.E. No. Expires R.C.E. No. 19744 Expires 9-34-01 �'�' Sheet 10 of 12 �usr/pro,Jdete/r_grp/d_13193/193grdll.dgn PLOT DATE: 10-JUN-1998 JN 13193 SEE S I-�� N 07 Ab' !,! //J ��, r� 1(/1 .. .,....,, ti �M r i ..,. .. .. „-.�,.. \ �/6.L;1�'• .. t / /�� -.. /'� f,r � i r�y..�^r� I if A V 1 00 O . .lr �l' � I( �� '� • (,rt7 i j .err► 'tirr ♦ f ..... y � F J , 1 ,49 q r o cit l it !F I r 1.J ire f n r r � V Ln 1•"t12.() 2 l F I I 6 1 'r ,. 0 113`• I},�( 1� + �•• f 15-85'' + 108.00rr 1 I «� .,.. f , mi- r � �•F. f i `�•' Cm. Q r (� V / l� //JI r. i 1 rn '7 M •� r/ F Y ctr rn N M C]' � an 11� � r co r \, .. aY�rM. 7''•. Q i 2 ...i' . I .4 I r : r, f%,-00 r'l�r• I Y .• I • V ! 2 r r I 62 ......• . .. . -."......- . . . as 6� r � f a ♦� . -.... •tea •;•- �- .. ,. •I) l 1 tl i f •r w 1' 1 1 9 , `S C4 s �• 1 / C �- I i / V f 5,5 � ,• O O E .... .�. 2 'L=39 / h Ofi 0 \ / _.- 97 r , l + r Lr r :.. Tom" .. .. ... .. .. ... ..... .. 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CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: vo ss► Designed by Drawn by Checked by SCALE A� &1111/ � � Drawing No. Ali �,%cHEtc g s }.� MR RECOMMENDED BY: DATE: CITY OF T DEPARTMENT OF PUBLIC WORKS Contractor - Horizontal = �� �: w x. ,680, i � Pb �repared Under Supervision Of ACCEPTED Y• 1"=40' Exp.6-30-99 _ CCE EDB . DATE. 9$ ROSION CONT ROS Inspector SEE SHEET NO. 1 Date _ 8 �$ RONALD J. PARKS ROUGH GRADING PLAN EDWARD MICHE RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS Vertical - Date CmpIt'd �r'TF C1V1�F '! 46804 6.30.99 = TRACT NOf, 23371- 11 , 4 -- 1 Z 94 N/A AF CAL F R.C.E. No. Expires R.C.E. No. 19T44 Expires 9-30-01 1"' Sheet lit of 12 /usr/pro,Jdete/r_grp/d_13193/193grd12.dgn PLOT DATE:10-JUN-1998 JN 13193 CONTINUE BAGS ALONG R/W r0 ELEV. 0.75' ABOVE ELEV. OF TOP OF WEIR, AT TOPS OF SLOPES !SAGS PLASTIC 6AAvoBAGS (rYP) 2 8A65 A4/A/ ml M. R/W CL \FR/W 3C 3C 0 0 Riw I SECTION (TYP) ELEVATION (TYP) h NTS NTS ile o 1 �� � WL79 1 y W3 I �, � I 6' � I z --'�► PC.AGEMEAI T c 1M1r- (T P '� a, o ° 'L —� 61 WEIR EIR VACY H6lCxHr V �W L - �r) I I ( � ' �� pt Tonal PrACE CAAIDd4G•3 , AS S HOcON m ro * 4 tD a E TYPICAL ECT/O�11 5(rYP) _ i / P )e s `� I 3 I 3 t 66E Vii r16A1 r#1.S SH r. S l T YP� N II - I Ic 0 0 ~ FLOC/ y� 1 U- A rY� I i �. JON 56E TA BLE 'A' Foie SECTION "A-A! I SANDBAG SPAC/Neg N 0 A NOTE: TOP OF ALL BAGS, EXCEPT WITHIN WEIR $UIPLAP QAG w/PWA 69A V&. TO BE MIN. 0.5' ABOVE BAGS IN WIER 47 OE.51L71NG BASUN ONLY PLACEIW EAI T G t1''f 1 r Mom: TOP Of ALL aA63,6,!'GCPr WI rmA1 WEIR TO BE 111A1 0.6' AWV9' Sh&S /N WE/R A VELOCITY REDUCER DETAIL B TEMPORARY DESILTING BASIN INLET r, TEMPORARY DESILTING BASIN-SUMP CONDITION NOT TO SCALE TABLE A: GRAVELBAG St SANDBAG ROW SPACING STR ET GRADE INTERVAL X LESS THAN 2% 200' -75' 2%TO 4% 75' 401 4%TO 6% 409 20 4"'01A. P.V.C. /P//OE TD ,®►� fi% TO 8% 25� 15 f'r-.4GEo AT C16W- SAAN hlTldHr 8% TO 10% 25 10 �' pF y1/Es/iP C 5' 2' `3E.CTION~5-- 5 ^ECT'ION "C-• C n ROUGH 11 GRADE PAD LIMIT PE I' (TYP.) VA\\YAVA T 51 PRECISE GRADING TEMPORARY EROSION CONTROL AT REAR PAD N.T.S. DIG ALERT TM 0 CALL 109 8 - 0 9Z OR BEFORE YOU DIG! 1-800-227-2600 Llolka 3050 RICK ENGINEERING COMPANY UNDERGROUND SERVICE ALERT h CoQO Avenue ONf Suite IQO Callat least 2 working days prior to excavating. Goletfornlo 92507 (909) T$2-070T DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: Designed by Drawn by Checked by CONSTRUCTION RECORD SCALE �Essiq,V 5�� RECOMMENDED BY: DATE: B ZO Drawing No. A%CHEt E N E NtI? F TY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Horizontal �; 3Pe� Plan Prepared Under Supervision Of Contractor a I I I � � &r w No. 46804 ACCEPTED BY: DATE: SEE SHEET N0. 1 N/A Exp.6-30-99 ��[J Date -l RONALD J. PARKS Inspector D MICHE RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS DETAIL SHEET Vertical - sr4r �,p =46804 TRACT NO. 23371- 11,-12 4 -- 13 Date Cmp Itd N/A O' CA�\F R.C.E. No. Expires R.C.E. No. 19744 Expires 9-30-01 1'"' Sheet 12 of 12 f o 6-30-99 /usr/pro,date/r_grp/d_13193/193GRO13.dgn PLOT DATE: 18-AUG-1998 JN 13193 .,. .