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HomeMy WebLinkAboutParcel Map 8248 Parcel 2 Precise Grading GRADING NOTES PFIF--C ][ SF GIRADI[ NIG; PLAN 1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 70, AS C pry AMENDED BY ORDINANCE 457. OF PCL � � . M . � 2. MINIMUM BUILDING PAD ANO DRAINAGE SWALE SLOPE SHALL BE 1X IF CUT OR FILL IS POR . LESS THAN 10 FEET, 2% IF CUT OR FILL IS GREATER THAN 10 FEET, DRAINAGE SWALES .� 7'EMECUI,4 SHALL BE A MINIMUM OF 0.2 FEET DEEP AND BE CONSTRUCTED A MINIMUM OF 2 FEET FROM THE TOP OF CUT OR FILL SLOPES. 01 3. MAXIMUM CUT AND FILL SLOPE 2: 1. � s � 4. PROVIDE 5 FEET WIDE BY 1 FOOT HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL G✓o/ FILL SLOPES OVER 5 FEET HIGH. T ��a ° 9108a A . P . N . Por . 9 2 2- 110 -0 0 3 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS ENGINEER S�r� � SUBMITA SHALL REPORT ALL R ALL FILLS OVER PROPERLY FOTED AND WHO SHALL PAVING NOTES DEEP. 1. MINIMUM PARKING LOT GRADE SHALL BE 1%. 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA DEPARTMENT V 1 C I N I T Y MAP OF PUBLIC WORKS WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN Cir 5 2. MINIMUM GRADE FOR RIBBON DRAINS SHALL BE 0.50%. ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT \ 3 . AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL AND FILL SLOPES. � SUBGRADE SURFACES PRIOR TO PLACEMENT OF PAVING. 7. PROVIDE A BROW DITCH. DESIGNED TO HANDLE 100 YEAR 0 STORM FLOWS, ALONG THE CTEMEC(,ICq 4. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS TOP OF CUT SLOPE. QUMMUNlTy THAN 14 DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING CENTEQ) �� AND SHALL BE APPLIED AT A RATE OF 0 .05 GALS. PER SQUARE B. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN 1 (.OT 4 3 YARD. ASPHALTIC EMULSION SHALL CONFORM TO SECTIONS 37, FOOT. \ 39, AND 94 OF THE STATE STANDARD SPECIFICATIONS. 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE , C 5. THE SUBDIVIDER OR CONTRACTOR SHALL APPLY TO CITY OF PRELIMINARY SOILS INVESTIGATION BY C7.E•E. DATED 9-2A-94 AND vn�+rEo 8-6-9(0 30 , �� � �a• TEMECULA DEPARTMENT OF PUBLIC WORKS FOR AN ENCROACHMENT TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE BUILDING AND 30 � PERMIT FOR ALL WORK WITHIN THE CITY RIGHT OF WAY. SAFETY DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE 6. TWO SPECIAL INSPECTIONS ARE REQUIRED BY THE BUILDING RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. "CIM/79 OF AND SAFETY DEPARTMENT. ONE INSPECTION AT THE TIME THE BASE +� DE(/ECOPMENT 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS IS PLACED AND THE SECOND WHEN THE A.C. HAS BEEN PLACED. R1 AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE QINSPECTION. THIS zNSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF �C�. 30 THE PROPOSED WORK AREA, AND RELOCATION AND COST OF ALL INSPECTION FOR EACH LOT. PHONE: (909) 694-6411 EXISTING UTILITIES. THE CITY SHALL BE INFORMED 48 HOURS 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5 FEET IN VERTICAL HEIGHT AND FILL PRIOR TO BEGINNING OF CONSTRUCTION AT (909) 694-6411. Z SLOPES EQUAL TO OR GREATER THAT 3 FEET IN VERTICAL HEIGHT SHALL BE PLANTED WITH v; 8. A COMPACTION REPORT BY A SOILS ENGINEER SHALL CERTFY GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN s 4O' S. V. CO. M.B. lS / 72�p � � ACCORDANCE WITH ORDINANCE N0. 457 PRIOR TO THE APPROVAL OF FINAL INSPECTION. SCALE: Sp Z �� O 95X COMPACTION OF BASE PRIOR TO CALLING FOR SECOND un _ o 1E. CLEARED AND PLACMENT OF A.C. PAVING. 12 . NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN INDEX MAP � 9. COMPACTION TEST OBSERVATION OF SUBGRADE OR BASE ROCK 0 CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. GRADE SHALL BE COORDINATED BY THE CONTRACTOR WITH T !F.. (n SOILS ENGINEER AND THE PROJECT INSPECTOR, ALL GRADE 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE LUT $ - �-y INSPECTIONS WILL BE IN CONJUNCTION WITH OR PRECEDED BY CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT . Q") � COMPACTION TESTING. OFEFILLTMATERIALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT O�NA rin � rn 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT SCK. 33 R, DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT t� PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES. � 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. P. P. 8769 J � 16 . ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO � FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY ,o DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING 6 GIMM6G-NT TS Or TJ61W�W ESTIMATE OF QUANTITIES OPERATIONS. �� ExCQVAT��N- 500 C.V. 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTHS (1.5) lOSO C.y SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE CITY OF TEMECULA DEPARTMENT OF �' CHOAAWINMT- PUBLIC WORKS FOR CUT AND FILL SLOPES OVER 30 FEET IN VERTICAL HEIGHT. ,,- -"' � CONCRET6 ORWA1409 SWAGE �'� COAIC967 T67 CtA 8 (FOa HOMEY RIAIR 2g8 0•y 18 . A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT LEGEND SANO 84GG fflo C-V- CERTIFICATION OF BUILDING PAD ELEVATION . WHERE SPECIFIC ELEVATIONS ARE ) Or COT 7 REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN, IF AN L. FLOWLINE V r-.W. CONCRUTU coa � 0,Y. ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL CONC29TG 021VUWAY 4PPROACII 1S6 9.F. DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. T. C. TOP OF CURB TYPE 110"CU28 f C.O.T. STV. COQ- VC.F. ) 3 4 L.F-. 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 31, �U.C. 1�AVIN� 9Tt7AI (490 S.F.J 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER . SLOPES OVER 15 FEET N FINISH SURFACE 4" ft.ff 4CRUG-47V 04%9F & CY. ( VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 10 FEET ON (99.3) EXISTING SPOT ELEVATION ��T �D M140 � ' ` 121P- QAp 9 �� C'y CENTERS; TREES AT 20 FEET ON CENTERS; COMBINATIONS AT 15 FEET ON CENTERS . 100.00 SLOPES OVER 4 FEET IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS - -99-- EXISTING CONTOUR \ � WITH BACKFLOW PREVENTION DEVICES PER U.P.0„ CHAPTER 10.r. n UROT , 2Gn) 2 28 L.F. gg PROPOSED CONTOUR BENCHMARK TYP9 A � C EC.O.T S D 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN STANDARD BRASS DISC STAMPED "J-63", AT TEMECULA, gloewntk- 0�8 S.F. 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. GRADE BREAK ON MAIN STREET, 100 ' FEET SOUTH OF AND ACROSS THE cOKCaErE aRtVEWAy 4PPRO4014(C.O. T. Sr�R 27O S•F 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. STREET FROM THE POST OFFICE, AT A HOTEL BUILDING eO7-0 MOOIC�GO) (FORMER FIRST NATIONAL BANK BUILDING) , SET q C. PAVING- d•25' 88 TONS eASG' 1.07 84 O.y 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO VERTICALLY IN THE NORTHEAST CONCRETE WALL, 1 . 5 ' OL49'S! ,It 49WFG:4TG I NORTHWEST OF THE EAST CORNER OF A DOOR COLUMN AT 2EJW000 HEOR 401,F COMMENCEMENT OF ANY CONSTRUCTION/GRADING. THE EAST CORNER OF THE BUILDING, 2 . 3 ' ABOVE THE 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE FIRST CONCRETE ENTRANCE STEP, AND ABOUT 2 . 5 ' RROOTIF GTE IlAUGT � EA. APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS HIGHER THAN T H E STREET . R I V E R S I D E COUNTY QEtOCQ TC CABLE 80X / EA. OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN k6tOCAT6 ATE SOX / EA. REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY. DESIGNATION "600-7-68" . DATE: 1970 ELEVATION: 1005.651 SOILS ENGINEER OWNER PREPARED FOR PREPARED BY Underground Service Alert GEE Temecula Town Association TVIHA Markham and Associates ' 27463 Enterprise Circle West 2816 Pujol StreetAttn: John Winder 41750 Winchester Road, Suite L Cali: TOLL FREE rr�r � -Soo Temecula, Ca . 92590 Temecula, Ca . 92590 26489 Ynez Road, Ste . C=-w235 Temecula, Ca . 92590 "" 422-4133 909-676-8337 Temecula, Ca ,. 92591 909-676-6672 L09�- 13800 909-695- 1379 ca9&- 11to 62 1W0 WORKING DAYS BEFORE YOU DIG Drawing No, CONS7RUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE SEALS Designed By Drawn By Checked By CITY OF T DEPARTMENT OF PUBLIC' WORKS ESSIp JT2 j9\1J7-a RECOMMENDED BYE - DATES ��"'6 Contractor Horizontal �'��.� REey tans Prepared Under Supervision Of ACCEPTED BYE L�� DATES -2 - ,�: PRECISE GRADING P p G6-6- Aa01/C � 40/ � ��Ko, �3464��+ Date � PRINCIPAL E GINE , FOR CITY ENGINEER ';,;'�, P A 94� O 129 Inspector � -h Vertical y� exp t2-3t-97 � Q�RAJ T. fZE/NNARr DON SPAS UGO Date Capteted �� 12-31-97 a2g�3 �-31-Crb ;:�>._:::��::::<:::..:'. � 234104 Expires R.Q.E. No.- Expires i9g�"�` Parcel Map 8248 Por Pcl 2 Sheet I of\3 P�`' � R.C.E. No. i STREET IMPROVEMENT NOTES 1 . THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION COSTS OF ALL EXISTING UTILITIEStoPERMITTEE MUST INFORM CITY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF ' CONSTRUCTION. PHONE (909) 694---6411 . 2. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO THE CITY OF TEMECULA'S STANDARD NOS. 403--405. 3. ALL WORK SHALL CONFORM WITH THE REQUIREMENTS of THE CITY OF TEMECULA PUBLIC WORKS DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, DATED NOVEMBER 1991, AND SUBSEQUENT AMENDMENTS. 4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGI�JEER, TO INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 461 (TRACTS AND PARCEL MAPS ONLY) . 5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS FOR AN ENCROACHMENT PERMIT FOR ALL WORK ON EXISTING CITY MAINTAINED ROADS AND FOR UTILITY WORK WITHIN OFFERS OF DEDICATION FOR PUBLIC USE, R 6 . ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO • PAVING THE STREET SECTION INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS, DRAINAGE. 9� 7. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED go 0. Co. M. a 15 7 0 1p ACCORDING TO STANDARD NO. 207 AND/OR NO. 207A, AS DIRECTED IN THE FIELD. s �� g9 B. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO ' - LOT ���• `~-----------------• 9 CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) FOR AN ENCROACHMENT PERMIT G X ,•s f,•n FOR ALL WORK PERFORMED WITHIN THE STATE RIGHT-OF-WAY. 9 610pe �� I -_ 9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TEST MAY/SHALL BE TAKEN -- AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE �� .�-�-� STANDARD NO. 401 IF EXPANSIVE SOILS ARE ENCOUNTERED. w�� ,,.., i� _� "`• `--�--�--� i0to ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN (14) BI �� _ � ��--. DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE APPLIED AT A 260 '.$ L�M�T OF 0UV9t0PM6Nr C.OT RATE OF 0 . 05 GALLON PER SQUARE YARD . ASPHALTIC EMULSION SHALL CONFORM TO SECTIONS 37, 39 AND 94 OF THE STATE STANDARD SPECIFICATIONS. �.�--��"� �,.,��-�"� I 167"4 , „ to9 _��100 11. PRIME COAT REQUIRED PRIOR TO PAVING ALL GRADE IN EXCESS OF TEN PERCENT. _10 IN 0tW x • '` ----- x 12. INSTALL STREET TREES IN ACCORDANCE WITH RIVERSIDE COUNTY ORDINANCE NO . oG/ om m do 41 -' 460.53. UAlso � ti• � Qt o 0 W H APPROVED STREET � r 0.54% • 0 � •4 50�� _ ' ' x 13 STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE3 .r t r AM670 X ED � T! � , *,Q SEC. e_8„ •' -----• ------ --.�- ------.� LIGHTING PLAN, • r _ el I sten meta/Sfor d d �••r-"�"r, �,.-.�� mow,--� Z, / � Conta►�. _ �, ..�.__.�- CITY ENGINEER, THE DEVELOPER IS RESPONSIBLE AS A � -...�. .� 14 . AS DETERMINED BY THE I E , °Q�� 41�� �►�/ zSG�.�0, '`.•• MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE AND MAY BE REQUIRED TO RECONSTRUCT -4=tl3�-- EXISTING PAVEMENTS, INCLUDING BASE, AND MATCHING OVERLAY REQUIRED TO MEET THE ------ "�� 670"�` STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX. r � gh• xej •% e� • a bOt�• pti 15. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE INSTALLED TvB� �' • I � WITHIN PARKWAYS ON LOCAL RESIDENTIAL STREETS WITHOUT SEPARATE LANDSCAPE PLANS.� o f /A 81 9 � h = G IN THESE AREAS AND ALL LANDSCAPING ON ALL OTHER � ALL OTHER TYPES OF LANDSCAPING , v - ( . STREETS SHALL REQUIRE SEPARATE LANDSCAPE PLANS. ALL LANDSCAPING ENCROACHMENTS •� •1 .. 2.'� roo ,71 NO Ito SHALL CONFORM TO RIVERSIDE COUNTY ''STANDARDS RELATING TO THE ADMINISTRATION OF I' .. V , , � - ` 11 0 • 0. LANDSCAPE ENCROACHMENTS DATED JANUARY 1989. J / 10.1 as halt �' 2. .'�• , • . �,�� ;•. _'. �, - � P 0 4- ^p � . �•. ...�, 4 y o.�0�� •�4� � �1oozv 5) w C NO. 90--12 THE DEVELOPER SHALL o F. G. !a Z � 16. PURSUANT TO THE CITY OF TEMECULA ORDINANCE NAN E X15 , ._,....-... � . � o p 0/. Q +.n INSTALL ALL REQUIRED CABLE TV FACILITIES, 2 7 sii�4 I - -%�/, f � 17 . APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE �•� I . '•' �' 4' � ��-• APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS v •C51, I % �,1.. too!9 �• Q • . '�� �' OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN � QI'" ' 0 ' �y '�C .��+�� . 01-449., @ 10 REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW ANP h4 9 91 ,. 0 �L 0'�• 8 --- _ �.� -- --- QG h APPROVAL. cone. curb 0� .0 t ..'1003 -a ONE* 1000 o momoo exls tin F/-�. • , . . ' ••. ' � �' (/Ooh.ONE � �_ � --'-•-�-= ��- . .%. s � �. 4' c abbe -70 06- arc EVI---- __._�.. � vl. &0 �'' -��" f'f �� • • • . f//'�� • • r.� /. • 1 • _�..-r.r.r..r..-- . • ��.rte ~�� 1 •.•• A.V• •.. I � /� ±• V 0 �-���r..r„r ��.'"-r:r•..•r+�.T� ...-r .• /A +A. v err •-.. •. ` • • • U�. O 1/1 • • r r rrVl �r•r"."A "'r+ • • • • • •• I I --``w,.,./ j rel•v. �a �-"" • •• • •• • • • 'r • • • • • .-.. -"-- . • • ' • ' . '. ' • 00 • ''. . • • •• • 00 70 89ACE .� • ... _ �-•- �„�ftmo Z._.�-•-�- � �. � ��, ale. box M .• . 1 .-� `p� .�. 4 a� 4, 1 .. Ati 1, a0►. p, C3 rL .� a��. TO eE �7E�G�D �4to �. VV -•� r0 0� t 1 Doh 0 p0 h v I I �._.-.----�-- -�1006 C. .I o o I/ p � ® � ��La �.. C r r 6 9 8 _._ .... .._..�; Q. 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Ir Q�GRFG-0 TE 04 56 94W-CUT 4NO REMOK 1' a,C, Pfi MAIC 30, INS TAU e" C114IN t lAlk rrENC IF Q4%7 , VUP- 5,,L,,cave.1908 OV9a 9 I A15 T4U 100 9-F. of '14 TOM ZIP-t-RAP �0" 12EE�° �Rs 5 �z co�vc. sc�� o �,� SANS �AsE 2'' SANo sQs� �� 2a �o 6' 4' �o CONSTRUCTCONCr O AINA06 SWAW Me SECTIOAl `A -a008 � r . .. •. . •. . rl CONSTRUCT 0.?5'4,0, PAVING OVCR 407' CtAGS Z 40GREMITU 548 6 ° � '' � gra-wac� EXrsr. CV�B r�� • . ' •• • •' • . • • �. . . ' ' . ' A GXG A.C. PA VAQjE,q ,g /Underground Service Alert - N[AJ��7���///yyy GROAO f/��,y /�/�y/ /� r T U T TYPE r T O•• +' ' •� • • •�• • Irl � ' �•�5% O 2 V(% �y KKO /� 1� C� �1�V Ci �� �U�� • C•4• /i �TVi 000) .: , •f ti-'•�i•• ` • • •�. 't, •r•fr•.•. •.••:•r . • .w �- Yr z of/v TO 4.1e %. Xf I. CONgTRUcro V GlOe"WAW ( CAT ST0. 401) © Call: TOLL FREE CR-OPHIC 90466 r .° • • ' ` wp� c�aCOA]STRUCTSTU. MOI� .� �CT'��� 8�- ti - PA vl�� U�1 V�'klL1Y 2d 7 A � F'!�U� gEC .. �C.o.r,sro. 2ao ,• N0 s CQ t9 No Sciq cE � o p.c.pA�r�' oc�a $Asp o to Zo 40 �o s . 422w4133 �2 TYP/Gont STPEET SECTIOA1 rrr���I to�J9G 138 CO TWO WORKING DAYS BEFORE YOU DIG CONS-TRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEALS . Designed By Drawn By Checked By Drawing No, SCALE ? 0F S / , DATEt �•�G"�� OF TEMECULADEPARTMENT OF PUBLIC' WORKS . ,.., �� � . • RECOMMENDED BY � Contractor Horizontal ' Plans Prepared Under Supervision Of , DATE- 6-02(0 '014 �� � N,�, 23464� �, ACCEPTED BY - PRECISE GRADING PLAN Inspector _ �� 611eer V-06 EAP6 t2-31-01 Date PRINCIPAL GIN FOR CITY ENGINEER Vertical 0.4A /� Ja�� r R�/Nt�rgi�'T' N S'PA I1�C - lr �• �, ..; 4,---* 0 12 9 Ah P 9 �, r Expires / �l 9T 4299%1 3-31-00 P 1 Map248 Porgy PCl 2 Sheet of 1,R,C,E, No, R.C.E. No, Expires . ' EROSION CONTROL NOTES i. ER03ION CONTROL. IS REQUIRED FOR GRADING OPERATION DURING THE RAINY SEASON FROM OCT. 15 TO APR. 15. APPROVED PLAN IS REQUIRED FOR ALL ROUGH GRADING. 2. IN CASE OF EMERGENCY, CALL JOHN WINAER ----AT pAWR 7/5406¢, 3. THE DESIGN CIVIL ENGINEER WILL SUPERVISE EROSION CONTROL WORK AND INSURE THAT WORK IS IN ACCORDANCE WITH THE APPROVED PLAN (IF REQUIRED BY THE DEPT. OF PUBLIC WORKS) . A. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MAGE AYAILABI.E AT ALL TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 5. DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE DEPT. OF PUBLIC WORKS. 6. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE ENO OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PRODABILITY FORECAST EXCEEDS FORTY (40) PERCENT. ' 7. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL DE REMOVED FROM CHECK BERMS, SILT FENCES, AND DESILTING BASINS, ETC. 8. GRADED AREAS AROUND THE TRACT PERIMETER MUST GRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH HORKING DAY, 9. THE DEVELOPER SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO • AREAS WHERE IMPOUNDED WATER CREATES A HAZARDOUS CONDITION. i • � 10. DESILTING BASINS ARE TO BE CONSTRUCTED AS GRADING OF INDIVIDUAL GRADING AREAS ARE COMPLETE PER ROUGH GRADING PLAN. i 11. THE DEPT. OF PUBLIC WORKS RESERVES THE RIGHT TO MAKE CHANGES OR MODIFICATIONS TO THIS PLAN AS DEEMED NECESSARY. `• �.1J-���- 12. INFORMATION ON THIS PLAN IS FOR EROSION CONTROL ONLY. ALL OTHER INFORMATION IS SUBJECT TO CHANGE. j 9. 0 Co. M. a. 15 7 2& � I ,. / /1-00113. TEMPORARY EROSION PROTECTION IS REQUIRED FOR MANUFACTURED SLOPES PRIOR TO PERMANENT PLAN'iING. ! COT (P BLk. j to /� -__ _.-�� ,9g9 14. AREAS SHALL BE MAINTAINED IN SUCH A STATE THAT FIRE ACCESS SHALL BE MAINTAINED AT ALL TIMES (INCLUDING ACCESS TO NEIGHBORING PROPERTIES) . exi5tin9 Slo /° e � ��� 15. NO OBSTRUCTION OR DISTURBANCE OF NATURAL DRAINAGE COURSES OR EXISTING STORM DRAIN INLETS SHALL OCCUR DURING THE RAINING SEASON, UNLESS ADEQUATE TEMPORARY/PERMANENT DRAINAGE FACILITIES HAVE BEEN APPROVED AND 10.0 _-^ �---�^ � I I' ��`_ �� INSTALLED TO CARRY SURFACE WATER TO THE NEAREST PRACTICAL STREET, STORM GRAIN OR NATURAL WATER COURSE. //� � _..-���J � � 16. THE DEVELOPER SHALL CONDUCT HIS OPERATIONS IN SUCH A MANNER THAT STORM RUNOFF WILL BE CONTAINED WITHIN�.i�� �- /(Qp0 THE PROJECT OR CHANNELED INTO THE STORM DRAIN SYSTEM WHICH SERVES THE RUNOFF AREA. STORM RUNOFF FROM ONE N� ,/, � �-=, _ �-----� �-_` / AREA SHALL NOT BE ALLOWED TO DIVERT TO ANOTHER RUNOFF AREA. /� i� /� �OF.,,. �/� A, / 'i 17. CONFORMANCE WITH THE REQUIREMENTS OF THIS PLAN SHALL IN NO WAY RELIEVE THE DEVELOPER FROM HIS LSO • umlow ��+, V�WpM�IVT �'`- � (A't'" 7 RESPONSIE3ILITIES TO THIS SITE AND ADJACENT PROPERTIES. TEMPORARY EROSION CONTROL SHALL CONSIST OF, DUT NOT BE LIMITEO T0, CONSTRUCTING SUCH FACILITIES AND TAKING SUCH MEASURES AS ARE NECESSARY TO PREVENT, CONTROL AND ABATE WATER, MUD AND EROSION DAMAGE TO PUBLIC AND PRIVATE PROPERTY AS A RESULT OF THE CONSTRUCTION OF THIS SILT FUNC9 PROJECT. to N 16"VOt" W i 18. SLOPES CONSTRUCTED PRIOR TO OCT. i SHALL BE TREATED FOR EROSION CONTROL PRIOR TO OCT. 36. SLOPES -►j-- � CONSTRUCTED AFTER OCT. 1 SHALL 8E TREATED FOR EROSION CONTROL AS THE CONSTRUCTION OF SLOPE PROGRESSES IN 000 0 .10� �4Q1" • , \ '""""-------- . 0.6 �� I' ' INCREMENTS OF 26 FEET OR LESS MEASURED VERTICALLY. �J/� Mcn ��j /�Qf� �'�� � hf9. FILL AREAS WHILE DEING BROUGHT UP TO GRADE AND DURING PERIODS OF COMPLETION PRIOR TO FINAL GRADE, SHALL U�" l�l�'7`-`�/ v v Qv^v I • � �X�IUO� FWTI� 0•50% ' � ' •�S0�o s . • • , ' x �� - DE PROTECTED BY VARIOUS MEASURES TO ELIMINATE EROSION AND THE SILTATION OF DOWNSTREAM FACILITIES AND ADJACENT A �G' F���� � AREAS, THESE MEASURES MAY INCLUDE, DUT SHALL NOT BE LIMITED T0: TEMPORARY DOwNDRAINS, EITHER IN THE FORM OF `r , PIPES OR PAVED DITCHES WITH PROTECTED OUTFALL AREAS; GRADED BERMS AROUND AREAS TO ELIMINATE EROSION OF FILL existing meta/s/'orege I _1p02 SLOPES BY SURFACE RUNOFF; CONFINED PONDING AREAS TO DESILT RUNOFF; TEMPORARY CHECK DAMS IN TOE OF SLOPE Container _--- � A -.` � F� I ' � �--- ._._,.__�_J--'- DITCHES TO DESII.T RUNOFF; PROTECTION SUCH AS SAND BAGS AROUND INLETS WHICH HAVE NOT BEEN BROUGHT UP t0 GRADE; mammasf,�1 AND EARTH DERMS AND APPROPRIATE GRADING TO DIRECT DRAINAGE AWAY FROM THE EDGE OF THE TOP OF SLOPES SHALL 8E 7` •, `���� CONSTRUCTED AND MAINTAINED ON THOSE FILL AREAS WHEf�E EARTHWORK OPERATIONS ARE NOT IN PROGFESS. s ~ /" � 8 70 t 20. TOP OF CUT BROW DITCHES, WHERE REQUIREO ON THE PLAN, SHALL BE CONSTRUCTED PRIOR TO EXCEEDING TWELVE (12) .011 1� 11-3 ft" (�`•�'' i � FEET OF CUT MEASURED VERTICALLY. e� . a .� �� �,�y4J/ ( % � 2 � // , i 21. CLEARING AND GRUBBING SHOULD BE LIMITED TO AREAS THAT WILL RECEIVE IMMEDIATE GRADING. EROSION CONTROL d �� I `5` � R&MOVED �) hf-' i ` ��� � � 2 ,� MEASURES WILL BE REQUIRED TO PROTECT AREAS WHICH HAVE BEEN CLEARED AND GRUBBED PRIOR TO GRADING OPERATION, � .IS '�� �� � - �/ � AND WHICH ARE SUBJECT TO RUNOFF DURING THE PERIOD OF THE RAINY SEASON. THESE MEASURES MAY INCLUDE BUT SHALL •.I �5� + / � � � / (1001,4) � � NOT BE LIMITED T0: GRADED DITCHES; BRUSH BARRIERS AND SILT FENCES. CARE SHALL 8E EXERCISED TO PRESERVE �A;Xol � (1001,7) i� � ; g � VEGETATION BEYOND LIMITS OF GRADING. eXi's t i n9 I �I � f � 3 �� , ' � � 10 �� 22. THE DEPT. OF PUBLIC WORKS' APPROVAL OF PLANS GOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE � � 4 \� ,. �? _.. � i� CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE REOUIREO PLAN REVISIONS a$ halt � � Z• •� 0.90MONO ,$' . P '-/ G 1,�o-�,_ o� .� 2� O.J�Oio /ice S! T FENCG (I002.5� � SHALL BE PROMPTLY SUBMITTED TO THE DEPT. OF PUBLIC WORKS FOR APPROVAL. 0 ��OQ I � 7 O�� ��'��,s, - � Ot,���3 /� HAS BEEN23. ALL GESTDED SLOPE AREAS OF 5' OR ABI.I HED AS DETERMINED BY ORE IN T E CITYEOFHT SHALL TEMECULABINSPECTOR�oEO UNLESS SUFFICIENT NATURAL VEGETA7IUN \�� I/24I 04. M ` �•. 4Q' � (�1h�Ot, F.�� . , R' � Ilk�!�,9?,c�' d��r�0�i��� ' �° i + ", '�144�'s�sA�;.01Z Cone. Curb 20� � 0__ \ �" .. i � __ \ � (� _ �1003 UR0910N CONTROt OU4NTITIcd existrn F.H. � � 4� � � . \ 0 ��b. cfi '(� 4 N� -' 0'3 9 � lI001,,z� �--x x ' � �-�- ., 1 .4. cable -iu66 R�1. ¢v-- _ _ , � 25l0% G01 � I �� :.. 1... ��� o rg • . : s o � -------�-_-T-.--oa, _ XA---- =-��--i-o ----- -� ;_ -- g ttr FENCE - d75 c•F (XAl �.�-- ti le. box 4 � � -�- "`� .,.; ; ,�f �� G� h1�`'�oh�e,�. �►� � 0�'�64. �� �'ati� � �P: yo�ti � ��Q, � �� t�o��Q �8 E��v 1�- 1005 o tio�ti � ' g 60 fro �,o�ti '� :I � ii � oo�, ` �° Ie'U✓ O G , y�� � �� o ' � T R��r �� o� �� �i I .�_- =-�-",1006 ,o _ 4 . F R r 5T• �� 60• � _ , ni i5 �� of w g ;�o° _ ,--�1� s 54y. Ooh I �l\\2.2�/. e x�'s t i n_q� a s p h a l t 006• � �.�o1 ��� o�• c� ��0 I 0 � � ��0 �• �h �� �►�l`� L �� �� tiers F �� 0 �I h1 OOy Oh� v�I��i�� f � ,�, �°� 4• existing coni. Curb j_gvl)er� COX TaUCTIoAI AlOrEs ��MEMO ..woo mopommio -moo =me MEWAMMMEMIS NONE* No=* WILL, � - - - - � MaePOOONION* D INSTAu 5'l2" CONCQETG SLAB W/ (oXG 10 IO W. W. M. pP ��'me wamom � � exrstin9 FH. •. :�.'. II 2 l�(/STACG 2" SQNU gASE OVER (o M1�. MPOR 84RRIGR I ``cab/e box I I � O C P. P. 87( 9) I I �'��� ( 3 INSTg1.0 4" COAICRE7C SCAB I OCONCRUT9C.O.T 9T0. 007 MoaFlEo) CCx1SraUCT l S. D. CO, N.8. /5 / 72/v � � � I ISI II i 5 11V9T4a TYPE "D''CUQB �(�"GF. ( C.O.T. a 7U. 204) � I�1 � PtXG 3" A.C. NVIA16�r OV912 4" C4. .Ir 49GREG,076 SASE 94W-CUT ANO REMOVE P A.C. ngVIAl� 30, 30, � 1AA9rQl,� 8' C114IN t/NIC FENCE s��s � 52,Z,'sa oSeasE°�Q s2t�'s�N BQSEovEa a' �� 20' 20' 6, 4. 0 �lNSTACC 109S.F. OF '/4 TON RIP---,QAP 30" VEEP ,� 0.091� .o coKsr2UCr coNc, a,2AINgCE SWAW PSR SECTION A -A 0 � � .� . . sx wauc Exrsr. c�,�,cvrrEa �� CONSTRUCT' 0.?5'A.C. PAVINFr OVEQ 1.07' CLASS .TAGC26F.ATE 541Sr Underground Service Alert ' : : . .; .� :" �0 ' • �. • : ;• �•�. .� •. , � � 4 � a � Ex�r. A.C.PAV/N6- V#4 V63 :��: .,:•,;.�:�:.<. :.:,;� ... � , • � NQ��� s�a,W -� � r.�si,m 2.90,, r2 CONSTRUCTTYPE A CURB (C.O. STa000) - z�s•�,roa.i¢.,, -6 T. Call: TOLL FREECROPHIC SC4CE °�5' , , , � ��'%, •% °` � Q.c. �s CON9TauCr G 510�WALK t C.O.T, STa 401 a ECT�(�lI1 "A-A �� SECTION "8- d" . . . ' N EXpA�N�. ��°E 'A•�"CQ8 Q COBSTRUCT 021 VEWgSI uAPROACN ( O.O.T. ,gra 207-4 MOOIFlED 1 • . .. � '8� NO SCALE NO SCALE A.C.AAVIh� OVER BgSE i5 INSTAL(, QED{�OO�J RU�pE2 "��I .. 422w4133 � �0 20 ao r�o eo 12 " .� TYPIGOL 9TRGET 9ECTION r �,� � L09G 138C0 TWO WORKING DAYS BEFORE YOU DIG MEN CONSTRUCTION RECORD RATE BY REVISIONS DATE ACC'D BENCH MARK SCALE SEA Q�pfESSI� Designed By Drawn By Checked By �� ��� B'26'9GOFDrawing No. RECOMMENDED BY, � DATES CITY DEPARTMENT OF PUBLIC' WORKS Contractor Horizontal '� '� �' �� $ -9 ti Plans Prepared Under Supervision Of EROSION CONTROL PLAN Inspector �E� 5+���r ! t/f= Z� � � o No. 2344�4� �1 ACCEPTED BY• DATES ' 2� ' ���; � Exp.12-3t•8l � U�h� Date O PRINCIPAL E GIN , FOR CITY ENGINEER vertical JOf/ �'. RE�/VHr Rj DON yPA61VOC P . A . 9 4- 0 12 9 Date Cagltted SPE' 0F CA�,\F�� R,c,E, rvo, 234 ¢ Expires i2/�j/97 R.C,E. No, 4Z999Expires Parcel Map 8248 Por Pcl 2 Sheet 3 o�3