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Home My WebLink AboutBook 15 Page 726 Lot 2 Storm Drain �U GENERAL NOTES Is ALL MOWS SHALL CONFORM TO THE REQUIREMENTS Of THE HIVEHSIOE COUNTY FLOOD CONTROL AND NATER CONSERVATION DISTRICT STANDARD ORAMINOS STAND SPECIFICATIONS FOR FLOOD CONTROL AND DRAINAGE FACILITIES CONSTRUCTED NITHIN SU8DIVI3JONS'0 DATED SEPTEMBER 1984, SUB3EOUENT AMENDMENTS, AND "3TANDApO o � SPECIFICAiI0N3 FOR PUBLIC MORKS CONSTRUCTION' (GREEN BOOK)* 1988 EDITION. �a 2. SHE CONTRACTOR SHALL NOTIFY THE C1'TY'3 INSPECTOR AT LEAST 48 HOURS PRIOR TO JZA9THE COMMENCEMENTS OF ANY CON37RUCTION.BY TELEPNONIN(3 (7141 B94-8400. -eo -vo 3 ALL CONDUITS LENl37H3 ARE HORIZONTAL PROJEC7ION3, UNLESS 07HERNISE.SHONN, � h� 4.. LOCA T?ONS OF PUBLIC UTILITIES .SHOWN HAVE BEEN OBTAINED FROM. AVAILABLE INfOHMATZON, HOMEVER, IT SHALL BE THE RESPON3I81LITY Of THE CONTRACTOR TO S1 TE DE7RMINE SHE TRUE LOCATIONS Of ANY EXISTING UTILITIES AND TO EXERCISE PROPEL PRECAUTIONS TO AVOID INJURY OR DAMAGE THERETO. NTiq B ALL.REINFORCING BAR3..SHA,LL CONFORM TO ASTM A6/8 GRADE 60, DEFORMED BARS. ao s� 8.. CHAMFER ALL EDGES OF CONCRiF7E 3/48. 7. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE DEVELOPER'S CONIHACTOR SHALL OBTAIN A PERMIT FROM .7'HE STATE DIVISION OF INDUSTRIAL SAFETY* A COPY OF THE y .� LOT 2 , BLK 32 PERMIT SHALL.;BE KEPT ONME-JOB SITE AT ALL TJME3. 37 Be POH TRENCH EXCAVATIONS IN NATIVE SOILS, SHORING SHALL BE PROVIDED TO SATISFY STATE OF CALIFORNIA SAFETY.REGit/IREMEN73. 9. PRIOR TO EXCAVATIONS, CONTRACTOR SHALL CONTACT PACIFIC BELL .LOCATING V/CIN/T Y I yQPQoo s X 97, 9 � / � �`\� � SERVICES (PHONE 633-0811) FOR THEIR SERVICES. PROP.DRAINAGE a�'EyJfNI N. T.S . •32 � 10. THE CONTR.CTDR SHALL CONDUCT CONS7RUCTION OP�AATSONa IN SUCH A.MANNER THAT' SECT/ON /2T7S R3W STORMOR OTKEA NATER3 MAY PROCEED UNINIERUPrED ALONG7Nf EXI3TINQ STHEEr OR .. �� DRAINAGE COURSES, 727111911T, � t .1l. IN THE CQ�I,�SV OP"N�tTEf� CONTROL. SHE CONTRACTOR SHALLCONOUCt eONSTHG+CTrQN OPERATIONS 70P O�ECT MATERS FROM POLLUTION KITH FUELS, OILS, BITUMENS. OR � \ \ � MERIAL3. � LOT 3 , BLK 32 OTHER HARMFUL�� 3 q,� 12. ALL FILL AND BACKFILL SHALL BE COMPACTED 70 MIN. 90 PERCENT OF THE MAXIMUM ENG/NE'ER S ES T/MATE Off' QUAn/T/T/�',� \ DRY DENSLY A� DETERMINEO BY SHE CALIFORNIA BEST METHOD N0. 218. ALL FILL AMD SEE SHEET No. Z \\ � � BACKFILL SHALL BE FREE fROM VEGETABLE MATTER. HONEVER, IT MAY CONSIST OF � � `� � ONSITE SIL 1'1� SAND OA CLAYEY SAND (814.SCI . THE FILL AND BACKFILL SHA LC BE 48 4� S. R.P. GA. /2 "� COMPACTED IN APPROXIMATELY B INCH INCREMENTB, IN OHDEH TO AVOID UNBALANCED " 2/9 L.f � � � � � D-LOADS ON ME 310RM GRAIN, THE OIfFER�NCE IN BACKFILL ELEVATION ON ADJACENT 9B N X d g�� X S' J.R.� RiPlIewrR 2 EA. \\� l� _ N 74 2/ 09 E _ SIDES OF If�� R.C.P. DRAIN SHALL NOT ENC9ED 2 FEET, NO STORM DRAlN SHA CC BB 54 "d S.R. PIPE G,�. i2 J/ l.f. � \� � r _ � —� PLACED UNTIL THE SOILS ENQINEER HAS INSPECTED AND APPROVED THE 80T10M OF SHE l TRK. CONC. COLLAR ' EA. 30� �� o-. _ � � � � TRENCH. ISOLATED ZONES OF SOFA COMPREJSIBLE SOILS OR LAHQ�E ROCKS SHALL BE _s-- COMPLETEL Y REMOVED AND REPLACED NI7H PHOPERC Y COMPACTED 30IC9: PHECAIJTION3 CEO EA. CONCRETE HEADWALLEX1.5T; SHALL BE TAKEN TO INSURE THAT THE 3TORH DRAIN ?8 E0 8 NOT DAIyA04Y N AVY I �.� COMPACTINQ EQUIPMENT. HEAVY COMPACTING EQU,IPHENT SHALL N01 BE USED NITHIN A t ". 1/9 TON RIP -RAP NO j.F Z PLANE RISING FROM SHE BASE Of THS STORM OHAIN. THE CONIRACTpH SHALL BE CONC. COLLAfZ PER RCFC SM. M-82/ TO RESPONSIBLE FOR ANY DAMAGE TO THE STORH OHAIN HESULTZNG FROM pIAPPHOPRIAIE COMPACTION TECHNIOUE3 AND EQUIPMENT. SOILS ENGINEER SHALL APPROVE AND SUPEHVTSE BACKfILLINQ, 13. PIPE CONSTRUCTION IN flLl. ARBA MUST BE COORDINATED NI1N THE QRADINQ r0 INSURE THAT NHEN THE fILC OPERATIONS HAS BEEN COMPI.ETEO AT GHADLC A MINIMUM! OR 2 40' /0FEET ABOVE THE TOP Of PIPE OR 70 FIVE FEET MANIMUM ABOVE THE PROPOSED SUB-GRADE Of SHE PIPE, SHE STORM DRENCH SHALL BEEXCAVATED AND THE PIPE INSTALLED. 94. ALL SURVEYING REQUIRED FOR VERTICAL AND HORIZONTAL ALIl3NMENT MUST BE i PROVIDED BY THE CONTRACTOR OR DEVELOPER AND SUFFICIENT REFERENCE S7'AKJNO MUSy BE IN ACCORDANCE MI H THE REQUEST OF THS' INSPECTOR. a 15. STORM DRAIN BACKFILL FOR AC L FACILITIES NITHIN STREET RIGHT-OF WAY I3 TO BE PLACED AND COMPACTED UNDER CITY IN3PE0IION AND MUST MEET OR EXCEED R.C.f.C.W,C.0. MINIMUM STANDARDS. 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SHE CLEARING OF THE PROPOSED WORK ' LOT / OF TRACT 2168.9 AREA, AND RELOCATION COST OF ALL EXISTING U7ILITIES. PERMITEE MUST INFORM CITY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR 10 BEQINNINO OF CONSTRUCTION. � PHONE (714) 694-8400. i 17. IT SHALL BE THE RESP037BYLITY OF 7 E DeVELOPEH OR CONTRACTOR TO APPLY TO q� O THE CITY OF TEMECUL A ENGINEERING D PAR xMENT, PERMIT SEC BION. FOR THE BASIS OF 4646ARIN6 ENCROACHMENT PERMIT FOR ALL MORK ONEXTION TING COUNTY MAINTAINED ROADS, AND FOR THE 96BEARINGV N/5" ' 98"W A 10,V6 THE CA STERLY RIGHT � l` � THE UTILITY WORK WITHIN OFFERS OF DEDICA FOR PUBLIC USE, Of WAY LINE Of fRONF 3TREEF PQ TRACT MAP 2/(89 w AS RECORDED IN gh'f. l90/5Z-53 910RDS Of RIVERS191 � COUNTY, CALIfORAIIA. i BENCHMARK J-63 SEC. l. T. 8.s , R 3 W, S.9.M. - Ai 7EMIWM ,RiVERsiX e011N f X ON MAIN Sr, Al A RESTAURANT gUIVIA16 l THE foN[g fIRST NAT/OVAL 9A)VV) //V AIE AIORTHEASr CONCRETE WALLA JTAAIDARN DISe VA- AIPEP "J-63 1927 ' AND SET VIRTICAU.,qY.,A,l�IUJ'T�D EIEVATIVIV 1U05.651. , r� N74 PIY' 11"E - 170 ADJUSTED 1970 RIV9X1,96 COUNTY00-/--i0. Underground Service Alert . Cali: TOLL FREE 1 -800 /NOEX /MAP "" 422w4133 SCAIC 40 ' O WORKING DAYS BEFORE YOU DIG A� GUILT /0.15.9/ ST REV/J'60 0/E6T Z fORflOR/ZD TAG AG E111T. RECOMMENDED FOR SEAL - SE <<10F� S�O,yA NO 91614► M 111 111 � ....... APPROVAL ��OC��-•�TFye APPRO ED ,� DATE ,,r0 _ CITY OFTEMECULA SHEET NO. MAC ENGINEERING �0 �� DOUOLA3 STLY/ART, DEPUTY CITY ENGINEER,t;iTYURTEMECULA VOLUNTEER PROJECT 41934 MAIN STREET r rlo. 21914 s `�' R.c.E.No. 37264 TEMECULA , CA. 92390 LOT 2y BLOCK 32 EXP.DATE 6' 30- 9 2 I Exp. J-30-93 �, I�iIB /5, PG. 726, SAN DIEGO of 2 sHTs. The private engineer signing these plans'ls responsible for assuring the accuracy DME �c �' APPROVD B� DATE 5`2"9/ ( 714) 676 - 5 715 SrOI?4f ORA/N PLANSand acceptability of the design hereon.In the event o/discrepancies arising a/ter FILE NO. county approval orduring consbucNon,the private engineer shall beresponsible DATE BY MARK � APPR COUNTYTE CHECKED BY �� (,' � v \ �, t��,�i' ,' scA�E.0, AS NOTED BENCHMARK .4 PN 922°'��^'�06 for determining an acceptable solution and revising the plans for approval by ENGINEER REVISIONS the county. DATE U� {;}1�.�F� DATE F DESIGNED BY DRAWN BY CHECKED BY SEE ABOVE �R W.0. 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C At� � ,)7, /0_/S_7/� gr ---.--I lf� AlPf T 110RIZON.r.41 AII&WRielV7. 1OL1611 RECOMMENDED FOR SEAL "M '(t)�E�,%,,S SHEET NO � 9 '. I I "�".0--�%.w�_14*V.1f/ APPROVE BY TE . 6 1. [11 L CITY OF TEMECULA "_.'_4. APPROVAL ') %,i J. '�'.�_" I j ' ' . 14#0 �)N, / .1) I TO so MAC ENGINEERING �\ 1,t�� , , 11�' ( -I . voLvNrEER. PRojEcr . . 't I*.� L'P ;-� W. - w 71 - I - .1%, ".1"I" >"* �� - -_ I.�� __ ) C0 , DOUGL;i3 M. 49 WART.IFE)'APUTY CITY ENGIN SER.,CITY OF TEMECUIA 41934 MAIN STREET I .- . ;-:-- I - . "I . � -Ir (-0 2 .. " '-C �10, 21 -9 14 " VU . No. 37254 6-r 30-198 L or 2, z?L o cK 32 - � ro-P R.C.E EXR DATE . TEMECULA , CA. 92390 1 ,.,- I . /V8 150 PGO 726.? SAN DIEGO . . I I - . Exp. 9-30-93 41 %5...0z_--'?L_ I . ..I ... (714) 676 --, 5715 . S . OLANS OF- 2 SHTS. , . '� APPROVED Y DATE I rORM DRA IN i The private engineer signing these plans'is responsible for assuring the accuracy , DATE A ) 1b FILE NO. � Itt I . .. and acceptability of the design hereon.In the event of discrepancies arising after . KED BY . 'N' \ \' 1��.I� SCALE A P N 922-0/00-006 � '� .' -, APPR. I DATE CHEC ,�'-L' 0, I \/ , �/ '�' L e,Z. -, AS- NOTED . , - DATE I BY MARK I . .. 42--'Cz . I I P I'k4-' \, - � - county approval or during construction,the private engineer shall be responsible w___ . I I / .' 4 , . ' � 'd N".",�' , �Ili I r V FOR W.O. for determining an acceptable solution and revising the plans for approval by ENGINEER REVISIONS COUNTY T " , , " '0' �.'. �".�' - DATE �1�1_1"��'F_ OF (;PA_� DATE SEE SHEET I "�_'%" _4��"7�1 05 -01 -91 DR. BEcK - 1, - the county. . 1'4z__'z---- - %3 .. � IGNED BY DRAWN BY CHECKED BY - I -__ 4 z-_r-_",� R.C.E. 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