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1994-3888 G (Plans)NoText /2.2 Cf S Ex / ST. 18" aM5,�T ADDITIONAL NOTES t> I O ' f. JUTE MATTING NYDROSEED/NG, OR APPROVED EQUIVALENT TO BE INSTALLED ON ALL EXPOSED SLOPES. e KIRBY RESIDENCE Z. TOPS OF ALL SLOPES' TO BE DIKED OR � ` 4- 221 -09 � TRENCHED TO PREVENT WATER FROM APN 26 FLOWING OVER THE CRESTS OF SLOPES. ���� I , J\, . 1 44 1 9 kc9 1'1 G 0 0 HY .t",IX SHALL BE AS FOLLOWS: �J f�,,��11 2,000 LBS /AC. MINIMUM WOOD FIBER MULCH r - �gl� (��' P� V ,� 1,000 LBS /AC. MINIMUM AMMONIUM PHOSPHATE SULFATE G s c U I c R or Pr _ r�RRCC PRO RM 1551h DUN gA ( / G�� (kt (16 -20 -0 W /15% SULFUR) G t `' 20 LBS /AC. MINIMUM FESCUE, "ZORRO" OV d C� /DO = - / Cf✓�' r0� CCIJ510N or- 20 LBS /AC. MINIMUM ROSE CLOVER 5� `' 4 iV n y \ h Q 3 566 WIGHO-Ux � e b — P o 7Y PE PE"2 0 ND'(E: DWF -R 13A(. 13A(. *vl T o 13E ��R►Iw jai AVER RAVE. N8 ° 00,TZ„ x z 3 �� 'h , s. . f -- TEMPORARY SAND B 7 , G 2 1 . '*/o ���w� K AM • 0 SCALE N 6d. n ti „m ,, 7 /O/V 7 ER,P.9CE DITCH INTO 5' G1/ /D� P. C. C .51/ ,S %PUC/ k r pP. 6 — A m e J CON GUWL IIV70 6E k4 s 363° O q E — - - � ` UE�I �(l b 9 4 u T l4//Th' �' Ty TINA � zn, 8 m w_siT10,V. s W 0 , 5CA SPZA91 G&,,9LC TD IA 0 N T Y.5' ON /MP,PO( /ED sUR1&_ E, P , GARAGE- - �. �� �L 370_ 6 0 YP _ r,. „ .BEG /N T E A fl.C. BERe(/I PE,Q G -5. 5 , 64. 4 G.PgDE T ', � �y , m a c m �l 0. 0 -. tk . u - o of Ty E B36W t �b �b •� p boo . PER 6 - 5 • I �p Q Lam, X f .. $ , b� t 2 2.50 ILL, s� e `3 N SOP OF �c 66 0 E . n �. e 00 _ 0 • a„ � � - ? IX 57' 8 ti 0 RAC o o XVIAI V4 a o ri R SLOPE V,4R � 3 6 1 E Z s , — •a ENO q. C. BEAM � � . 3 L, C. w D. 6 PE 6° 00 12 , � 2 78. 1 � � Z� DOC. /I/° 89 -04-01,?? 9 a • � 40' PRI V,4TE Ro.4o EgsE "Ewr PE�e VOC. wo. 79- z 3710 9 REC'O. /- 8 - 79 ANv OOC.�tlo. 76- 084839, RECp 8- 31 -76. li .8EGIN .BE�eM COA cr 10 " eC.C. OR,4.C. SW<lLE — Dl �<(rER FROM OR.I /N PIPE t ON O RO�lO. '',, WgZL 0A1 50Ur11E APN 264- 221 11 �'LY SIDE. w x — 3o w w .n z f',e /l/ATE RDAD EA.sEMEN7 — 72- 3Q d9(9, P �r� r I ., P ��il . 1 44/9 00C. 079- 058 57.5 9 7 z - 79. w s G'. �'A.SEMENT PCR DOC N° 90 -5 8260,10 - /g- 90. z 2. �EEPEiv FOOT /ic//E AS Q I* iPEIrU/,PEO TO OBTf! /•f/ C01V57RUCT TYPE "A" A.C. 36RAI C6__5 (D TO ,SAG ' / COPPE C,2� Ro 0 � � � ✓0.5 - r �V /O 005; N ry 7RglG . 'e ST _J ENGINEER OF WORK L i d. SOUTH COAST CIVIL ENGINEERING 4 �, °ESA < i �Q� l�F � _ Q O� 11315 RANCHO BERNARDO RD., STE. 31 y o o ' C0A1,STRUC / A.C. ,SP�4tA `� PER 39726 z c 39' m TD 7R,41vS /T101V W,47E,e INTO 6G� 7 k ON SAN DIEGO , CA . 9 212 7 Exp. 12-31-97 A. w � 14 4641 � PHONE _ (619) 675 -9097 sr ��S'T .506 OF COPPE2 CAE -5T. C do i cIvi� z Zl � OF `" if'USSEZL BEiP!iEit/E�P DATE — z z � Z REVISIONS APPROVED DATE REFERENCES DATE__,__ - B EN+CH MARK SCALE SPECIAL DISTRICT DESIGNED B DRAWN B CHECKED BY APPROVALS CITY O C F ENINITAS ENGINEERING DEPARTMENT DRAWING N O. W Q a- �'N /N j.. H. VC OF � #/9 PER 2.01419.. PL � PREPA D UNDER SUPERVISION 0 RECOMMENDED RO GRADING AND EROSION CONTROL PLAN: "BROWN O,IiVA6ZS LOT 7' SEWER i/ 1 /EVE exTEN.510N Bd 6 EO HORIZONTAL O/V 1 _ 20 DATE �� � f ZI COUNTY BENC,U/WARK AI/o. J -0302. 1 BY: BY L : .. V A " � VERTICAL �— DATE: �Z!� DATE: D' # THE CORKE RESIDENCE ENGINEER R.C.E. NO.: 39720 I. E = 333. ¢ 9 947 U. S. 0. S . DOUGLdS E. LOGQN EXP. WORK PROJECT NO. SHEET 2 OF 2