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6373 • � 'ii I � �i /� � L E G E N D E S I WILL BE REQUIRED FOR I FINISH GRADE ELEVATION .... .. ,: F E - o A PERMIT FROM THE COUNTY ENGINEER WI �6 '•�•�' l ---- 7- D R I V E ANY WORK IN THE COUNTY RIGHT-OF-WAY . 2. ALL SLOPES OUtR 3 FEET IN HEIGHT WILL BE PLANTED IN 5,2 EVATION ON EXISTING GRADING _ EL ACCORDANCE WITH SAN DIEGO COUNTY SPECIFICATIONS . NOTE: 3 . THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND 41 LOT PAD ELEVATION ( ROUGH GRADE) ., THE ENGINEER OF DESIGN SHALL NOT BF RESPONSIBLE FOR MAINTAINING ALL EXISTING UNDERGROUND UTILITIES DURING ON SLOPE BAN - SEE NOTE 0 . 10 THE CONTRACTOR'S FAILURE TO CARRY OUT THE CONSTRUCT r K N TI �,� ,.. � -WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, NOR CONTACTC ON SHAL HE BE REQUIRED TO SUPERVISE CONDUCT OF THE WORK E .T . 16..8 S I DEYARD S D G & E CO 232. 4252 • X � SLOPE ' s OR THE CON'STRUCTI ON PROCEDURES AND SAFETY PROCEDURES P . T . & T . CO . 298-0595 \ FOLLOWLD BY THE CONTRACTCR OR SUBCONTRACTORS OR THEIR ' CARDIFF SANITATION DISTRICT F.H.-=O- FIRE HYDRANT Ili \ RESPECT'I VE EMPLOYEES OR BY ANOTHER PERSON AT THE JOB SAN D I EGO IRRIGATION D I STR I CT 't SITE OTHER THAN' THAT OF THE ENGINEER' S EMPLOYEES. 4 . A SOILS REPORT MAY BE REQUIRED PRIOR TO ISSUANCE OF A STREET LIGHT BUILDING PERMIT . .. 5 . APPROVAL OF THESE PLANS BY THE COUNTY ENGINEER DOES �- '�- �- EARTH DITCH - SEE TYPICAL S.ECTION,SHT. I NO T AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL PAVED DITCH - SEE TYPICAL SECT I ON,SHT. I H. ) EXISTING BROW DITCH THE PROPERTY OWNER ' S PERMISSION HAS BEEN OBTAINED AND A - - - - VALID GRADING PERMIT HAS BEEN ISSUED . SUBDIVISION BOUNDARY z � � PER GRADING PERMIT 1_6036 1 � f 0W ERSH I P LINE 6 G i L E N ACCORDANCE WITH SAN DI AGO , ��Lxs ALL GRADING DETAILS WILL B I s COUNTY STD. D W G S . 20 8 AND 209 . ��--i-°w--• LIMIT OF GRADING 7 . THE STORM DRA I N AND STRUCTURES SHOWN ON SHTS . 3 , 4,5&6 SHALL BE ���� BROW DITCH - PER DETAIL "A" STD . DWG . 20$ CONSTRUCTED I N ACCORDANCE WI TH THE CURRENT SAN DI EGO ��`�� 2 ' DEEP P . C. C. DITCH- SEE- SECTION ON -3lo EXISTING STORM DRAIN ENGINEERING DEPARTMENT STANDARD SPECIFICATIONS AND SHEET 2 PER GRADING PERMIT L6036- DRAWINGS . ROCK SLOPE PROTECTION (SIZE SHOWN ON PLAN) al & REF. DWG. T . M . 2�s89- I 8 . STANDARD DRAWINGS FOR STORM DRAIN AND STRUCTURES SHOWN DEBRIS DEFLECTOR- SEE DETAIL SHEET 3 h., ON SHEETS 3 . 4 . 5 & 6 ARE 100 2 . 101 2 .103- 1 , 1 IC, 126- 1 , 131 , 180- I . _�_ IN DI �`- STORM DR 9 GRADES SHALL HAVE MINIMUM SLOPE OF 1 0 FINAL LOT PAD G A M "SAME OWNERSHIP TYPE F CLEANOUT (STD.DI�G. 103-I ) TONARD STREET. ® - 1) TYPE G CLEANOUT (STD. DWG. 103 10 . ALL BANKS ARE TO BE 1 - 1 2 : 1 MAX I PlU ,' SLOPF �� "A j' , - ENERGY D I SS I PATO R - SEE SHEET G 11 . THE UNDERSIGNED CIVIL ENGINEER CERTIFIES THIS GRADING - _- ' STRAIGHT HEADWALL (S7D.DW'G. 126-I ) WORK WILL BE SUPERVISED IN ACCORDANCE W I TH SAN DI EGO COUNTY-- -- p GRADING ORDI NANi,E N0. 4292E ( NEW SERIES) . _ CONCRETE LUG (STD.DWG. 1 10) - ���. \ �'. 12 . ALL WCPK AS SHOWN ON THESE PLANS I S TO BE DONE ON THE TYPE B-2 INLET (STD.DWG. 101-2) x `�, `V PRv T7 Jr CA! GI F ?/1ALUNE CO. TYPE A-2 INLET (STD.DWG. 100-2) \ ' R ERTIFICATE BY SOIL ENIS INEF- R : ��� C RELIMfN RY GEOLOGICAL. AND SOIL INU S IGA ON OF S SU BD I VI S I ON WAS DONE AS PROJECT NO . 69-309 v� DATED OCTOBER 20 , 1969 , A EXPANDED BY OUR REPORT a 197 � SU � � \ AND s z��� 7 I - 105-46 DATED JUNE 23, 1971 . WE HAVE REVIEWED HI S GRADINS PLAN AND BELI EVE THAT IT CO - ° T FE DRIVE t .m _ FORMS TO THE RECOMMENDATIONS MADE IN THOSE REPORTS . �.� _ ♦ 3 X5' X I DEEP ROCK P R O J E C T x d4� \ SLOPE PROTECTION WOODWARD-CLYDE & ASSOCIATES s • -►: WOODWARD-GI ZI ENSK & ASSOCi AT ES I� 6 ti - A I E AVE.ROCK 'l^T. -50. POUNDS w AVE ROCK VOL i .3 F �, S� � ti •� �, F1 �r LOUIS . LEE , CIVIL ENGINEER 0�• 4 . O � .� �� BY.: G 0 G I G T 28 Q' \ J - JZ Y 2 2 . 0 �7 U` DATED : >- w Q a, 3 p,• \F�. v�G WOODWARD- CLYDE PROJECT NO . 69--309 � .m J V, 00 f F w p W00DWARD-GI Z EN SKI PROJECT N0 . 71 - 105 -45 N - \ VICINITY MAP 284 . 0 B �� �1 % �f ���° .� A B E N C H M A R K EL EV . 328 . .30 NO SCALE N ,� �� DESCRIPTION : I , 2 " IRON PIPE N a" , \ LOCATION : SOUTHERLY OF BAI__OUR• DRIVE & SANTA FE DRIVE Z0� ,� � J APPROXIMATE CENTERLINE PROLONGATION OF BALOUR �n: \ DRIVE 30 SOUTHERLY OF CENTERLINE SANTA FE � � 2 X6,3 ��f►-1- �i °��� F DRIVE . 2. 5 INCHES EASTERLY OF CORNER OF 6 ' ' ll CYCLONE FENCE . EXCAVATION : 60 . 000 C. Y . FILL: GO , 000 C. Y . 2 8 . J d �\ 33o OWNER : CARDI FF MALONE CO . 7 n \ w 8053 CALL E DE LA PL ATA 3• �o u, ~ LA JOLLA . CAL FORNI A. P HONE 4.54 -7 1 4 1 282 .0 •y \ ,W I 1 W �/o M LEGAL DESCRIPTION : POR . OF THE NW' I 4 :SEC . 23, T 13S, 284 . 0 n�`L Q SCALE : I 1 '_ ..0 R4W . SBM , COUNTY OF SAN DIEGO , CALIFORNIA . f 4) R BORROW AREA , � \ cn 69 2 • ENGI NEER OF WORK : BI LL K . BRAMBLE . R. C. E. 8102 CHARLES W . CHRI STENSEN & ASSOCI ATES ' F �� � n 2?� '' A'' ST . . SUITE 120 67 '� // U SAN DI EGO , CAL I FORN I A2I01 1 REMOVE STRUCTURE-� 232-7891 Fos U-i BILL K 4Re.tvigLE, R.c.E, 6102 FU 'LURE CURB & N OC ) \ CROSS GUTTER 269 . 0 2C7 . 5 '7` 2 °a } -S' MIN. LO PAD EL E VA LOT PAD ELE-VAT I ON t � r T i ON I 5' 64 - �z I >. v[ Pl CAI FH` 1 a ` / L1 .O' MIN . BELOW �3' X3' X I ' GEE ROC SLO PP•0 �� �SH�° J THUS, GRADE TO SPOT PAD ELEVATION �TECTION - AVE.ROCK WT.=35 LBS. 4. 64 , � ELEVATION SHOWN _ >� a 3'X3' X I ' DEEP ROCK / A y t AVE.ROCK VOL.-I 4 CU. R I V A . AND CARPORT UNDERCUT SECTION ' SLOPE PROTECTION �- ___.__ FT_ 63 , 1:1' , _ j1, AVE. ROCK WT.-135 POUNDS ��3' X5' X, SEEP ROC K �1 , AVE.ROCK VOL.:-1 4 CU.FT. \ NOT T„ SCALE S , i.oq w SLOPE PROTECT i ON I • I'S� �6 s>o J AVE. POCK '1 . 35 POUNDS • � �� AVE . ,OCK VOL 14 CO. T. rt_._ 1L\ 5-G-74Me AS BUILT SHEET 6 635 �� _ 6 I�w -t 6'-011 --- -- - - -- - -- COUNTY OF SAN DIEGO SHEETS 269 . 0 267 . 5 270 t I 3'-0" 11.611 GPA`) I NG PL ' PJS FOR -- MATCH LINE SEE SHEET No . 2 7° C !iRDIFF PROPERTIES UI�� IT N0 2 R EN I S I ON S ! -- --_----- NATURAL GROUND 1.0' -I/2: i 'DESCRIPTION BY ATE APPROVED 3" P.C.C. • Eloc.tN't`ER Ur BANKS 4.' -- I 1/2:-1 SLOPES 2'0 EL EV. SHOWN ` �4Q�/EBs !T_1.�NE5. _SMIIJi_. 4 !0 72 �, MIN. ON PLANS --- - CAL . COO RD . INDEX T. M . N0 . 2889-2 L n ! APPROVED NGINE R F WOR 3 P. C. C. PAVED DITCH N . M . TAYLOR '•I .0' MIN. COUNTY ENGINEER c R.C. E 8102 ' ON 6 ' BENCH OR NO . DATE REVISION APPROVAL GRADING PERMIT NO . - f • EARTH DITCH AS SHOWN BY : =-' . NO SCALE - N0 SCALE CHARLES W. CHRI STENSEN & ASSOCIATES ATES A-6242- 2 DATE : v � � C 7.Z L6229 S E P C ���4 ,q gg���yy •.fie�e� � . SEP 17 1974 ro MICROFILMED c' f 3' 3 NA71JRAL' GRQ:UND 3" P. , .c.MATCH L I N E SEE SHEET NO . I c\j At- ............I ................ DEEP ROCK-33 u 3 U' Xil ROTE 0 .......... ............ -68- -5-2 CT I ON.j -2 27 AVE ROCK 3-...... ... ROC K VOL. d F7 AVE I M1 U,Y S L 0 P OF DITCHIS 1. 5%. P .ar 0 TrH I80 NOT T 0 SCALE I ..........U I- L. .. ...... ...0: 2... . . .... J4 42 --S' MIN. V)uj uj C) 41 'PRO c 3 X8................— 60'A,,'E.RN 3�'WT c\j cr 61 ,40 2 <:6 0 7 267 26L�O............. ........................ 263-� ......... .. ....TZ, Z: > 83.................. Uj 37 E3 ',3? ra C I2 6 7 .*5 :3:Iuj a- C)0 X: .......... ­.................. ..... '­..2 b. L 5 �:kc LLJ Co u C) C) .......... uj B (D 7 C) .....................................- ay 4 d) 57 ILLJ vo :'tQ CL 26 5 go to w C) 2 6 5 -0:Ia_ Lc) utu . ....... ..:p 0, 0, �fF POCK b�)LOPE' OGTEM'ON r6oiNDS VOL'.'�--" W F T> '�A E 7 E R S 4 2.6 ................................... >.... ..........4 .............w-.......... 1.0 y 1.0.............. ....... ............. ........... 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