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5918 I VARIES 30' 35' GE NER AL N OTE VAR ES VARIES VARIES 1.5' 1 HEREBY AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS 1. A PERMIT SHALL BE OBTAINED FROM THE COUNTY DEPARTMENT OF EXISTING AC PAVEMENT SHOWN ON THESE PLANS WITHIN THE EXISTING COUNTY RIGHT PUBLIC WORKS FOR ALL WOR< WITHIN THE STREET RIGHT OF WAY. 5' AC SIDEWALK OF WAY WITHIN 60 DAYS AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH WORK ACTIVELY ON ANY NORMAL 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH SAN E P WORKING DAY UNTIL COMPLETED, IRRESPECTIVE AND INDEPENDENT DIEGO COUNTY STANDARDS ND AS APPROVED BY THE MATERIALS OF ANY OTHER WORK ASSOCIATED WITH THIS PROJECT OR UNDER LABORATORY. MY CONTROL. 2" AC OVER 6" BASE TYPICAL SEC � \ 3. APPROVAL OF THESE IMPROV MENT PLANS AS SHOWN DOES NOT CON EXISTING GRADE STITUTE APPROVAL OF ANY ONSTRUCTION OUTSIDE THE PROJECT OWNE EXISTING GRADE R: BOUNDARY. MONTGOMERY AVE. ROBERT A. ROSENTHAL (619) 755 - 2108 ADDRESS PO BOX 1088 SOLANA BEACH, CA 92075 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT OF WAY NO SCALE `HALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CON STRUCTION OF BERM, CURB, CROSS GUTTER AND PAVING. 10' ADDITIONAL RIGHT - OF - WAY ASSESSORS PARCEL _ 260 351 - 10.11.12 5. THE EXISTANCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES DEDICATED ON FINAL MAP ��f� /� )� 1 SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE 7 i AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE 60' STREET LIGHT NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE PLANS. 0' r WATER MAINS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICA- HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRCAUTIONARY F.H. �)� /J /� /� /� MEASURES TO PROTECT ANY EXISTING FACILITY SHOWN HEREON AND 20' 20' I � � TIONS OF THE SAN DIEGUITO WATER DISTRICT. THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE 5 ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE. ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. i WATER NOTES 6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO 2'. BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO 2% 1. ALL CONNECTIONS TO EXIST S.D.W.D. LINES WILL BE MADE BY THE CONTRACTOR. CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY 8� y � EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES SUF ?:I FICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS 2. WATER MAIN SHALL HAVE A MINIUM COVER OF 36 ". IF REVISIONS ARE NECESSAR BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. EXISTING IMPROVEMENTS TYPICAL SECTION P C CU UTT R AND SIDEWALK 3. CONTRACTOR SHALL OBTAIN ENCROACHMENT PERMIT FROM THE DISTRICT, PROCESSED THROUGH THE 7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COUNTY OF SAN DIEGO, BEFORE EXCAVATING IN THE PUBLIC RIGHT -OF -WAY. MOZART AVE TRUCTURAL SECTION J� � COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND (SEE NOTE 2) Q ' 4. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE PROSPECTIVE CONTRACTORS TO SHALL COORDINATE HIS WORK W6TH COMPANY REPRESENTATIVES. NOTICE: NO SCALE 3' A.C. 9' D.G. BASE ,1 OBTAIN AND REVIEW CURRENT SAN DIEGUITO WATER DISTRICT SPECIFICATIONS. ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE "UNDER / / � AND GAS PIPING AND APPURTENANCES CONTACT THE SAN DIEGO GAS & O INDICATES ELEVATION SHOWN ON PROFILE 5. CONTRACTOR SHALL NOTIFY THE DISTRICT AT LEAST 48 HOURS PRIOR TO WORKING NEAR DISTRICT �jZ,� FACILITIES. ELECTRIC COMPANY. TELEPHONE: 232 4252 6. CONTRACTOR SHALL COORDINATE WITH THE DISTRICT ANY CONNECTION TO BE MADE BY THE DISTRICT. 8. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL rlN 7. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE WATER LINES ARE INSTALLED COORDINATE HIS WORK WITH OMPANY REPRESENTATIVES. NOTICE r O/ �?� / IN PUBLIC ROADS, AND THE RESULTS APPROVED BY THE COUNTY BEFORE THE LINES ARE ACCEPTED ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ARE N / AND A COPY SENT TO THE DISTRICT OFFICE. "UNDERGROUND INSTALLATIO S ". FOR LOCATION OF CABLES AND APPURTENANCES CONTACT THE PACIIFIC TELEPHONE COMPANY. th �2 8. APRE- CONSTRUCTION MEETING WITH CONTRACTOR AND DISTRICT'S FIELD INSPECTOR PRIOR TO TELEPHONE: 298 0595 Q STARTING WORK. Z 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT MA 9. PROVIDE MANUAL AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER IN. THE UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND BEAR THE COST OF RELOCATIONS, IF NEEDED. \ �zl SEWER NOTES 10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND sz 1 "ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS INSTALLATIONS ". FOR LOCATION OF CABLES AND APPURTENANCES Q H� . CONTACT CABLEVISION. TEL PHONE 7U6 6666 CONSTRUCTION, 1979 EDITION, THE 1979 SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD z o SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS c LL 11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN COMMITTEE AND THE FOLLOWING SPECIAL PROVISIONS." ON THE "AS BUILT" IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE �✓ �I �o LOCATED WITHIN THE DEDICATED RIGHT OF WAY, OR WITHIN EASEMENTS m 7 2. TRENCH WIDTH SHALL BE PER SDRSO NO. S - UNLESS OTHERWISE SHOWN. o i x L� DEDICATED TO THE COUNTY OF SAN DIEGO. \ <S j" 3. PIPE AND BEDDING CONDTIONS. _ o Q� CONSTRUCT A LIGHT SYSTEM CONFORMING TO 'SAN DIEGO COUNTY STANDARDS AT NO j (a) ALL PIPE SHALL HAVE 4" MINIMUM OF 3/4 INCH CRUSHED ROCK BENEATH THE PIPE. COST TO THE PUBLIC SUBJECT TO THE FOLLOWING: o o (b) V.C.P. AND A.B.S. TRUSS PIPE BEDDING FROM BOTTOM OF PIPE TO (6) SIX INCHES MINIUM (1) CUT -OFF LUMINAIRES SHALL BE INSTALLED WHICH WILL PROVE TRUE 90 CUTOFF �Q ABOVE THE PIPE SHALL BE SAND, GRAVEL, CRUSHED AGGREGATE, NATIVE FREE - DRAINING AND PREVENT PROJECTION OF LIGHT ABOVE THE HORIZONTAL FROM THE LOWEST GRANULAR MATERIAL HAVING A SAND EQUIVALENT OF 30 OR BETTER. POINT OF THE LAMP OR LIGHT EMITT INIG REFRACTOR OR DEVICE. (c) P.V.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM OF PIPE TO (6) SIX INCHES (2) ALL FIXTURES SHALL USE A CL AR, HIGH PRESSURE, SODIUM VAPOR LIGHT SITE } ABOVE THE PIPE SHALL BE 3/4" CRUSHED ROCK. A.B.S. SOLID WALL PIPE MAY BE USED SOURCE. N c� y� \ ONLY WHERE PIPE INVERT GRADES ARE 1'i OR GREATER. N Q `ZU(/E `1,PYATE23 (3) NOMERCURYVAPOR, QUARTZ, TAL HALIDE OR DIFFUSE COATED HIGH PRESSURE 4(AW)FF ORWIA444E BA,S /N 4 ARE ACCCEPTABLE FOR USE WITH 8 CONST OF COLLLECTOR �Y STE D MS WITH INSPECTOR SPPROVA OITMABASES SODIUM LAMPS SHALL BE INSTA LED. sMrArruAr #o+, f "07 5. THE CONSTRUCTION OF 4 INCH SEWER LATERAL PER SDRSD NO'S S -13 AND S -14. LATERALS SHALL Re X WORK TO BE DO E NOT DISCHARGE DIRECTLY INTO MANHOLE. -J 6. THE CONSTRUCTION OF CONCRETE ANCHOR WALLS PER SOROS NO. S -9 EXCEPT WALL TO EXTEND A IMPROVEMENTS CONSIST OF TH FOLLOWING WORK TO �� MINIMUM OF 2 INCHES ABOVE FINISH GROUND SURFACE. BE DONE ACCORDING TO THES PLANTS, THE CURRENT DEPARTMENT OF PUBLIC WORK STANDARD SPECIFICATIONS 1 +1 K EY MAP 7. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42 INCH MINIUM COVER. AND SPECIAL PROVISIONS FOR IMPROVEMENT OF SUBDIVISION STREETS AND STANDARD REFE ENCE *IDRAWINGS. n �Z 8. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER LATERALS SHALL BE SHOWN ON ORIGINAL Ma PLANS, PRIOR TO ACCEPTANCE OF WORK. _ INDICATES SUBDIVISION BOUNDARY A.C. PAVEMENT AND SUBGRADE - - - - - - * / 9. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE DISTRICT ENGINEER IN WRITING Z F � INDICATES ShEET N0. 03 n 4 F P PRIOR TO ACCEPTANCE FOR PUBLIC USE. CURB, GUTTER AND SIDEWALK G -3 <� INDICATES WATER MAIN -- - - - - -- INDICATES SEWER MAIN 10. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTALLATION. MANHOLE S_ 7 �r•• �L l� " VCP SEWER MAIN 11. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION DEPARTMENT 48 HOURS IN ADVANCE 8 Sr-� OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT. 8" ACP WATER MAIN W W (DIN 12. THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER C 6" FIR HY RA S W_ 1 C) DATE OF ACCEPTANCE OF WORK BY THE OWNER AND SHALL REPAIR OR REPLACE ANY OR ALL SUCH 1Q M WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO DOING, THAT MAY PROVE 90W, LPS, CUTOFF LUMINAIRE E -1, E -2 SA N DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD FROM DATE OF STREET LIGHT <i ACCEPTANCE WITHOUT EXPENCE WHATSOEVER TO THE OWNER, ORDINARY WEAR AND TEAR, USUAL ABUSE RES RIVEWAY G- 4 '^T �O OR NEGLECT EXCEPTED. .1 � REMOVE EXISTING A.C. PAVEMENT � - 7C 13. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE COUNTY DEPARTMENT OF TRANSPORTATION FOR ANY ry O OO EXCAVATION WITHIN EXISTING COUNTY RIGHTS -OF -WAY. A P VI( yl j6 NE Tll.- 1114 7t IVATE ESSzp AS -BUILT �a�a ►A•: LEW EER OF W PERMITS CONTRACT °O ENGINEER OF WORK: ENGINEER OF WORK J a� ICINITY MAP * Na � DAVID -M. AND -ASSOCIATES rEAA COUNTY OF SAN DIEGO @ N FUTURE DEVELOPMENTS Tt TENTATIVE MAP TU4147 9-/9-60 v NO SCALE ^ J PO 90X 1 DEPARTMENT OF PUBLIC WORKS S�tEETS 3089 C CLAIREMONT DRIVE, SUITE 337 T��f �^� Q�"! S A BEACH, CA 75 GRADING PERMIT L- 0301 _ N SAN DIEGO CALIFORNIA 92117 OF CAUF� 18) 481 -ds18 PLANS 1/46511 411 / g 2 MAJOR USE PERMIT NO°037W B- /O$2 Qll I'�s =1 -1 N HAU P.E. 3 6Jb p/l X619) 272 -8802 OTHER PERMITS Y OF SAN DES �T NO. r CISION �G PRECISION 1 1985 FLOOD CONTROL DISTRICT SEWER AGENCY V1lATER AGENCY COUNTY APPROVED CHANGE TM 4147 S E9EIVCH MARK FES 2(i 1985m�f `te FILMED SAN DIEGO COUNTY FLOOD CONTROL DISTRICT CAROM SAWATION DISTINCT SAN DROU11TO WATM 0197INCT Approved by D Ne TES: $10 -16" �++ DESCRIPTION _ STD. DI SC IN CONC. MON. MICROFIL.MFn RECISION � ' � ' � ��qeA&� ® ADD SHTIt i t E3 A «" / %N � IRECTOR, _ 'ww p / IMO, 2U1�.1Nti } �l* R RJ SS(, D JAN 41984 APPRDVEDIY: CHANGE TOTAL APPROVED SANTA DR. ON ""N con c I DEPT. / ��, SHT8 LOCATION 1.2 MI N.O. LOMAS A F wed 1 PURL IC RK DAVID M. THOMAS AND ASSOCIATES APPROVED R ® MICROFILME HWY 101 3' E 0 B aM av °CARDIFF" SIGN E cr�e..�w, W D CHANGE EMIR OF WORK '►-- / TAM _ engineers �ATf f �✓? �� DATE: DATE: e eo ;c� A$-BUILT 3 RECORD IF*": SAN DIEGO COUNTY ENGINEERING DEPT. TM4/47- �� 1 ELEVATION:_ 12.76 DATUM: USC&i$ M.TH MASP E 32256 W FUN. . 1650 II 2 , r. r - - - 7 - - - - - EL t � t - p1d - — - - - - - - - } - U - � } -- - r - - - . - - _ . I - - - - -- - -- - - - -- - - -- -- :- - - ' - 1 _ - - j ( _ - - - - - -- - - $ - - - - -- } - _ - -- - • -� - - } r }�- - - f t _ _ ; I ? - } _ t I - - I - i__ ?-- _ �_L - - I — E - - LL - - F I z t — s - — —_ — -- - - - - - =t 2 3 4 6 7 5 g u 30 • U / w / 3D , n / z 1 —_ , IIt�IS UUIS & KEFLI IORS 10 IOl10 W Ik1111N(, Int - -OI P.AViNC. IROM 4 ,? 10 11 l I ail II!5 IF li -- � rn ILIA Ot (Go l 7 W [Y I �- / v rnv m '�^ �� z\ co M N rn z ,23L m s R=200 + �� ONI W 11" (ll \R b1 LLJ \ EXI N Q + REMOVE & REPLACE n� 8. ' ➢ � M � e_ �- EXISTING AC PVT D ° ^ ° 24' ce QOC o N v PROVIDE A.C. OVERLAY £ +rn AS NECESSARY TO A EXIST. CURB, GUTTER & S.W. �_ WHI11 C'IR.1M1( MaRKTRS �O� E 3 PROVIDE 1j � �� ° r SMOOTH TRANSITION �� L_ qR 00 • 0 z _ I , , - I1 SE WER o ^� ( • • • •' • 01 � �i T `� E ms— . l - / �S �+ • \ �\ 5 SAWCUT N.42 52 19 E. 6 263.21' N _ , - N.48 U'42 "E - s- --� w \ 6„ ACP TE +-' �&8 _ � OC. E.P MAIN .__-_ 8 - X333.20'- ; c - �JfJS�ilu I A.C. SLDEWALK+ U.:. - N r : ,\ co DOT & REFLE DETAIL v EXISTING RAW w AVE NO 2' C) I ,1 � N Z c� rr W o�I I I .- wx �.-.a� EXISTING R W �I `_' m O w � f_ � H l � - a r��r_ 4 0� �• w �� CAD W _ z 5 , CD mlwm z �> [A 5 ; mz�: " 1 , 6 f' , w �� o -�� ° �� o w � �� ENGI OF WORK W Maw 2� N-5" oo tiQ t o w \ m L �o� J j /%/ ;089 l,lL, I I. o� n M VlI I5" °W IL)k � �� m �- - d Cl \IRf =,ti10N I DRIVI -,('I I l.9 ° 1 0, ° o , l o a �o �/ �� SCAN DIIF(jO, C /1LIfOR��'I,A `)? I '' a ` o v �w / (0 19) 272 -8f))0 CL 1- 10 SEE SHEET NO. 3 -� �� z� PRIVAT CONTRACT z l > a PLAN SFi FET COUNTY DF SAN DIEGO C-) 10' WIDE UTILITY EASE MT / DEP PUBLI WORKS sHFE1s W 1 '' 5/ S � 1 Vb�� 1P �O SCALE: TO THE COUNTY OF SAN 40' DIEGO PER UOCUMENT / PLANS FOR THE IMPROVEMENT OF � ^ #85 264246, RECORDED O� 7/24/85. e. MOZART AVE. L COUNTY APPROVED CFIANGES TM 4147 � � BENCH MARK _ rW)f .� f f.. *i:]'- �p No �eK rip nog Appwo ed br Date - orscait�?ioN STD. DISC iN CONC. MON ME - ' MODIFY A.C. FEATHER n � ,,,� °' °pr °° " — TAPER & POWER POLE LNG pp M CN DAVID M. THOMAS AND ASSOCIATES ' PLACEMENT CHANGE o AriDN 1.2 MI N.O. LOMAS SANTA FE DR. ON sueoivis�NtNa ErH R - — . do 3//5 SS F _ - - -- 0 HWY 101 3' E.O. E. BERM BY "CARDIF" SIGN _ - ( - NU. SHT:i - r Enginee. k f ene�ked eY - - - l W Z s �e� "� "F�tlt�� T engineer 2 AS- BUILT. RECDRUCROn+ SAN DIEGO COUNTY DEPT. - EN GINEERING EPT L++ ��VVV Approval dare : i r vAr,oN 12.76 DATUM USC & GS i - , — � � -�` TM 4147-� -D.M. WMAS' c E 32256 Z = FILE NO. PC 1650 a ` I 1 Y ' f z Y x , I . - - - - - - - - : t - HE - - - - -444 - - - — EJCtS 4 t r . r , { i -- z T - - - -- __ - -- • 1 - r ) { �— I - 4 w - - - - - Z2 A2 - - U 10' WIDE UTILITY EASEMENT TO THE IN CONC. HON. NOTE: PRIVATE DRIVE SECT STRUCTURAL SECTION - \ - WATER DISTRICT TO MAKE COUNTY OF SAN DIEGO PE 2" A.C. / 4" D.G. BASE / 6" NATIVE SUBGRADE \ � CONNECTION TO EXISTING DOCUMENT x•85- 264246, EWER LAT A ti �� 6" ACP WATER MAIN RECORDED 7/24/85 _ p EXCEPT AS NOTED. U NO PVT. RD ATION I� 3 A.C. / 4' D.G. BASE / M 1`'� 4 2 9 r� s' NATIVE SUBGRADE — �- - NOTE: INDIVIDUAL WATER METERS NOT CONSTRUCTED. EXISTING EASEMENT FOR WATERLINE 2 +27 PURPOSESGRANTED TO THE SAN DIEGUITO \ _- // WATER DISTRICT BY DEED RECORDED 3/418 3 4 +22 AS F /P 4 4 +17 ' "W 7b O8 � I^ — � � 85-1 0935 ,. �, 5 4 +02 c/' ELECT. / 6 3 +71 W 7 3+45 SERVICE RUN rf / / / / 9 \ y r 8 3 +16 z \ 9 2 +96 n>L RoAUA \ +38 a 10 2+67 � I PR�VA i ` 1 f- �111 2 ; - p4 �9 2 08 Z A 'a PB I �2.9 A G' m ) / y am i � 13 1+ 9 n ( PRIVATE SEWER —� - N.47 07'41 "W. 3 / *. �* �� 0 15 1 +5 W !� � & GV ��9A FUzL LEit/6TH J)c Il UiUEL ON 617Z TO 1 +40 � PRIVATE ROAD w �� 2 , �� iI� ,�� -. ""�, �� ° �� 9r � BEatZZ7 SEE 02.92/1 z U/ Neg gellol/LE, 6 0 61/EET kV 2 U E 8 5.3 00 Fp . M - _ — EN ER O F WO r A w 3 ,,- � � �`�� °rr�. 7s0 �.3� p ° � /0r�c FN �` �" � � ENGINEER Of W ORK ..... /�� ` M. ASSOCIATES � ��' �F T \ PO 286 � SEWER MAIN 8 M.H.- +80 `'` � E 87.67 � - v 3 pp DAVID M S AND ASSOCI 7� `''`^�• � DIVIIOPI`1LNIS NOT CONSTRUCTED 13 ., 5 1� �. „ 08) ( (�L:AIREMON' I DRIVI, 'A I I _. „ m N i � w• / q / _ S, \N DIIGO, G1IIIORNi;\ I= A.920�75 r'_ r OLANA BEACH C go ._ ((, i t l �- � yr, ;n � '" �, - - (619) 481 -6818 ( IT _ � 22 li_` 45' 3' A.C. / 4" D.G. BASE / PRIVATE CONTRACT ,!,\ ui �� ,� , � PERMITS It�I ` - T _ 2 l 6' NATIVE SUBGRADE 7 IE 7. 1 -SHEET AR 'MEN' `� ' �� TENTATIVE MAP T 4147 COUNTY OF DI E G O tV _ 111 , D1 6 - , SAN S D� `q8 BC ? U, 1 n _ L� 3; jr � MAJOR uSE PERMIT P p37W Cr }xS"p / -P rn � 1 0 30 - L_3 __ SHEETS I � .�/ .,__� GRADING PERMIT _ 3 - - 2 0 ` \ }{}_ � PLANS F MAPROVEMENT OF '`, / NOHE - SEWER AND WATER SERVICE I 10' SEWER EASEMENT DEDICATD ON FINAL MAP. � q E OTHER PERMITS "a � L,i IN r • � �, .. , �. , ._...... COUNTY AF�PROVED CHANGES �. I \ BENCH MARK LJ -0093 CALIFORNIA C I T TES1 4 310 -16 - " l ' No _ ' Approved b Date A — EXISTING 10' SEWER EASEMENT PER CARDIff AREA 30 — l 14' —_ De¢ripuon DESCRIPTION SiiT IiiSC V; /5 STEEL ' FENCE POST — - -- __ 2E N ;, \ n WIDEN RIVATE ROAD + Rec a ded appr E „ / - T _ DAVID M. THOMAS AND ASSOCIATES ' — FH & GV SEE S14EILTS 5 r ra) - ( 4 `"" CHANGI` NO of SHEETS ToL LOCATION:__ 1.2 MI N.O. L OMAS SANTA FE DR. ON wa ISIONEli EER p; " r fl IOR, y PLAN y � /f HWY 101 3' E.O. E. BERM BY "CARDIF SIGN - - - -- — - _7 ` Ewer of CnecYef ey Lai Z — _ -__. _. _-- .. - - -__ __ —._— - - -- - - 2 AS- EsUll_T ^ �k grsl�s RECORD FROM S.D. COUNTY ENG DEPT. W W engineers 1 L ELEVATION. _. 12. /6 ---DATUM USC & GS AP .t d.r. - TM 4147-/ Ca O - - _ - — D. M. THOMIAS R c E 32256 a' _ _ FILE N0. 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" La 1) CONFORMANCE WITH QUARTER TON ROCK DESIGN ESIGN CRITERIA 1 APPROVAL OF THIS GRADING'PLAN DOES NOT CONSTITUTE PER FIGURE 2, W.C.C. REPORT #50287v -S 101 DATED APPROVAL OF VERTICAL OR HORIZONTAL ALIGNMENT OF 1- 20�" 11 -4 -1980 - UNLESS OTHERWISE NOTED. SEE DETAIL BELOW. PRIVA ROAD SHOWN HEREON FOR COUNTY ROAD AN PRIVA .660 \ 2) WALLS TO BE EMBEDDED 3' MINIMUM BENEATH ADJACENT PU POSES. PROTECTED FLOW LINE. 2. FINAL APPROVAL OF THESE GRADING PLANS IS SUBJECT TO FINAL APPROVAL Of THE ASSOCIATED IMPROVEMENT r14" 3) ALL EXISTING ROCK TO BE INSPECTED FOR COMPLIANCE PLANS WHEREAPPLICABLE. FINAL CURB GRADE ELEVATIONS 3 i WITH DESIGN CRITERIA PER W.C.C. REPORT: MA REQUIRE CHANGES IN THESE PLANS. 4) CRIBWALLS MAY BE SUBSTITUTED FOR GABION3 ON THE 3. IMPORT MATER /AL SHALL BE OBTAINED FROM A LEGAL W Q APPROX. 1 38' ON SOUTH BANK OF CHANNEL. CLOSED SITE ALL R UNITS US UP TO 4 ABOVE FLOW LINE. 4. A CONSTRUCTION, EXCAVATION OR ENCROACHMENT O eP 3' DEPTH (GASION DIMENSION) REAR SLOPE TO BE MOVED REQUIRED FOR ANY WORK IN THE COUNTY RIGHT -OF -WAY. BACK ACCORDINGLY TO ACCOUNT FOR CRISWALL INDICATE PERMIT FROM THE DIRECTOR OF TRANSPORTATION WILL BE 5 PROTE CTION 5 ACC WITH SAN DIEGO COUNTY SPECIF ICATIONS. ALL SLOPES OVER 3 FEET IN HEIGHT WILL BE PLANTED IN ) FABRIC TO BE USED BENEATH ALL ROCK SLOPE PROTE C R MUST BE WOVEN - POLYFILTER -X OR' EQUIVALENT: 6. ALTO 10 I _. THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND 6) A NONWOVEN FABRIC, MIRAFI 140N OR EQUIVALENT, MAY BE LOCATION OF ALL UTILITIES BEFORE COMMENCING WORK. 1 SUBSTITUTED BENEATH WALLS ONLY. NOTICE OF THE PROPOSED WORK SHALL BE GIVEN TO THE I IONS TO BE EMBEDDED 3 MIN INTO FIRM NATURAL FOL OWING AGENCIES: 7) ALL GAB ' N DIEGO GAS &ELECTRIC 438 -6060 OR SUITABLE FILL SOILS. BOTH UPSTREAM AND PA CIFIC TELEPHONE 298 -0595 DOWNSTREAM CONDITIONS MAY GOVERN. ALL BASKET : 746 -6666 \ S WER: 565 -5657 DIMENSIONS PER TABLE '(WITHOUT BATTER). W A TER. ,753 -1145 v _ �(�� „ ,; a •, V` �� 8) THIS DESIGN ASSUMES THAT THE EXI8TWO CONCRETE WALL (SECT B-B) IS SUFFICIENTLY COMPETENT TO PROVIDE LATERAL SUPPORT 7. A SOILS REPORT MAY BE REQUIRED PRIOR TO THE NO �'�- ,� �' , /�. �\ FOR HE BASKETS. IF THE WALL 13 NOT INCORPORATED INTO ISSUANCE OF A BUILDING PERMIT. r `� \' _ THE DESIGN, ADDITIONAL CONSIDERATION SHOULD BE GIVEN 8. APPROVAL OF THESE PLANS BY THE DIRECTOR OF TRANS - r ORFAINAt -- TO THE GABION WEIR. (SEE SECTION J -J, SHEET 6) POR ATION DOES NOT AUTHOR /ZE ANY WORK OR GRADING 100 YEA LOOD TO B PERFORMED UNTIL THE PROPERTY OWNER'SPERMIS- IN TION LINES 9) CLEARING AND GRUBBING SHALL BE LIMITED TO REMOVING SION HAS BEEN OBTAINED AND A VALID GRADING PERMIT ONLY VEGETATION THAT DIRECTLY CONFLICTS WITH HAS EEN ISSUED. �i C,' CONSTRUCTION. '� < �\ 14 r � ii �� i�� i - J. 9. THE /RECTOR OF TRANSPORTATION'S APPROVAL OF THESE j f�._ PLANS DOES NOT CONSTITUTE COUNTY BUILDING OFFICIAL 7 _9 AS / APPROVAL OF ANY FOUNDATIONS FOR STRUCTURES TO BE �i 0 PLACED ON THE AREA COVERED BY THESE PLANS. NO � .'`^� , ENO G, � • ! ,��,r i r v iii % i � ii � � � / +o WAIVER OF THE GRADING ORDINANCE REQUIREMENTS N pN CONCERNING MINIMUM COVER OVER EXPANSIVE SO /LS IS pJ ( G a P .($ MADC OR IMPLIED /SECTIONS 87.403 & 87410/. ANY SUCH WAIVER MUST BE OBTAINED FROM THE DIRECTOR OF L UER P �� o �O�N z , �,- - _� _ •, CHANNEL LINING VEGETATION NOTES 10 ALL OPERATIONS CONDUCTED ON THE PREMISES, r-, TUR OR RUNNING O TRUCKS, EA EQUIPMEN�, r HYDROSEED MIX: N CON TRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED ESCHSCHOLZIA CALIFORNICA 31bs /ACRE GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD ALYSSUM SP. • • . 8''�� g , -� y _ / � � _ 3165 /ACRE BETWEEN 7:00 a.m. AND 6:00 p.m. EACH DAY, MONDAY ' i r FESTUCA RUBRA 150165 /ACRE THR UGH SATURDAY, AND NO EARTHMOVING OR GRADING Q ,i. .r .. • . . , .: ��..�' • • // �� // /' ' MIMULUS PUNICEUS 21bs /ACRE OPER TIONS SHALL BE CONDUCTED ON THE PREMISES ON • • y / ,l I I ,�• 1A A j MIMULUS LONGIFLORUS 21bs /ACRE SUNDA YS ORHOLIDAYS. • • l � /lIj l I ENCELIA CALIFORNICA 21bs /ACRE 11. ALL MAJOR SLOPES SHALL BE ROUNDED INTO EX /STING O • •• ' • �; l� / l� ARTEMISIA CALIFORNICA 116 /ACRE TERR IN TO PRODUCE A CONTOURED TRANSITION FROM p . •.� • er, l Il l 100165 /ACRE R FILL FA`CES TO NATURAL GROUND AND ABUTTING • �.i 91� // R BINDER CUT // f /- ••' I l l l l l I I l n � FILL '• CUT R L SURFACES. Q � i MULCH - CONNED WOOD CELLULOSE FIBER 20001bs /ACRE U • j l / I l / / / P / 1't FERTILIZER - 16 -6 -8 \ r 5001bs /ACRE 12. NOT ITHSTANDING TH.E MINIMUM STANDARDS SET FORTH ` PRO 4' MINIMUM �•• I l l STN CREEPING RED FESCUE 2001bs /ACRE IN THE GRAD ING ORDNANCE AND NOTWITHSTANDING THE •., . •.' • • / 1 OOD APPROVAL OF THESE GRADING PLANS, THE PERMITTEE IS PR D ON NORTH BANK Tµ nc• �•• • • I I l I I / .P O� F TOTAL Ibs /ACRE - 2969 RESPONSIBLE FOR THE PREVENTION Of DAMAGE TO THE O V OF CHANN[t " OD g'( A ENT PROPERTY. 8 i WATER PERIODICALLY FOR 30 DAYS. ADD MIX OF ANNUAL RYE OPERTY. NO PERSON SHALL EXCAVATE ON LAND SO CLOSE TO THE PROP 1N 6� T W - — �,. ' .- l �, '' i •. �. PROPERTY LINE AS TO ENDANGER F Q .,,•• r / I -� S AT 80 Ibs /ACRE. DEVELOPER TO PLANT AND ESTABLISH _ — 'i, •:.• / / / ANY ADJOINING PUBLIC STREET, SIDEWALK, ALLEY, FUNC- • • ,•,•• °.• l /j�� 8g 5w1� GROWTH BEFORE ACCEPTANCE BY COUNTY, AREAS THAT TION OF ANY SEWAGE DISPOSAL SYSTEM OR ANY OTHER Z STA FAIL TO GERMINATE INITIALLY SHALL BE REPLANTED PROMPTLY. PUBLI OR PRIVATE PROPERTY WITHOUT SUPPORTING AND Q �r •• , •; ... • I l /� j' -�% PI-O GRASS SHALL BE PLANTED IMMEDIATELY AFTER GRADING OF PROTECTING SUCH PROPERTY FROM SETTLING, CRACKING, N CHANNEL. EROS N, SILTING, SCOUR OR OTHER DAMAGE WHICHMIGHT RESU T FROM THE GRADING DESCRIBED ON THIS PLAN. THE M - -; /• \ COON Y WILL HOLD THE PERMITTEE RESPONSIBLE FOR / CORRECTION OF NON - DEDICATED IMPROVEMENTS WHICH M LAY - #2` _ / gT A " DAMA 3 E ADJACENT PROPERTY. W AR Fglt 4'e37F - -- PROT OAF1D ON _ -, f:Lo 0 \ , L L ESCRIP'�`ION \ 1 13. SL O E RA T l O S. SOUTH B OF CHAhINC -L >___ _ =_ �- -"' 1 4+32 OTS 3,/4 AND 5 OF KREMEA PARK PAR MAP CU - 1 /,: 1 FOR MINOR SLOPES, 2:1 FOR MAJOR SLOPES L/) _ HERE F NO. 3412, COUNTY OF SAD DIEGO FIL L - 2 :1 Slopes Deviating From The Above Will Require 481, O gT A 4 / Approval Of The Director Of Transportation After ; i t CO D Review Of A Report From A Soils Engineer. 3 +64 \ 2 TY EX AVATION: (VAR 1000 C. Y. FILL: 100. C. Y. 0 S10 L OOO �� 1 WA TE /IMPORT: C. Y. A Separate Permit Must 3 #p 5 /�' r f Be Obtained for Waste Or Import Area. Z ~ l , J J� j," • ' SPEC /A CONDITION: lF ANY ARCHAEOLOGICAL RESOURCESARE 3 9 / / 1 DISCO RED OR THE SITE OF THIS GRADING DURING GRADING S JOB SITE Pp5 (�O NO. O H B OPERA IONS, SUCH OPERATIONS WILL CEASE IMMEDIATELY, AND W MOZART AVE. pQ" Gd•P 2 THEPE M/ TTEE WI LLNOT IFYTHEDIRECTOROFTRANSPORTATION p[ OF T E DISCOVERY. GRADING OPERATIONS WILL NOT 3' -0' 3' -0' RECD FENCE UNTIL THE PERMITTEE HAS RECEIVED WRITTEN J P� LEGEND XISTING CHANNEL SIDE SLOPE _ 3 AUTNO I TY FROM THED /RECTOROFTRANSPORTAT /ON TODOSO. 2 6' -0' 4'-6' U FILTER CLOTH, POLYF`ILTER X OR EQUIVALENT ? 7 G PROPERTY LINE 4 : 4 3 9' -0- 6' -0' V EXIST CONTOUR PROPOSED CONTOUR RIP RAP TO BE A MINIMUM �'S 3 4 12' -0' V-6' 00 ' 30' IN THICKNESS O 100 YEAR FLOOD LINE x.: : 5 1s' -0' 9' -0° ENGIN ER OF WORK M sf� v ?F. 9 9� O SLOPE 6" MINIMUM THICK 6 18' -0" 9' -0' U) 0 4 , z SAND CUSHION B FUTURE DEVELOPMENTS �. 'o ' 9 = :.:::•. EXIST RIPRAP ,,: "i 3089 C CLAIRMONT. DRIVE, SUITE 337 Z FILTER CLOTH SAN DIEGO, CALIFORNIA 92117 W A EXISTING CHANNEL BOTTOM (619) 27 -880 A PROPOSED RIPRAP TYPICAL GABION WALL (619) 2 s R'S PARCEL NUMBERS =eeOVes0000a °e r OE EXCAVATION TO EXTEND A MINIMUM OF ' (SEE PROFILE �= GABION BASKETS 30' 30 BELOW SHT 4) NO SCALE COVERED WITH A MINIMUM 6` OF SAND NEAR THE EDGE 260-351-10, 11, 12 J " EXISTING CHANNEL GRADE. FILTER CLOTH TO BE N FACE & TOP ' 6 1 ATE CONTRACT j O � °7f 00 SA GABION WALL �-3 -� OF THE EXCAVATION, OVERLAPPED AS SHOWN, PERMITS E COUNTY OF SAN DIEGO REAR OF CONSTRUCTION EXCAVATION AND COVERED WITH SAND AND ROCK. DATE APPROVED N PROPOSED POND SL BE LIMITED CE A 1-1/2:1 D PA MENT OF PUBLIC RKS SH ETS W N SLOPING SURFACE OR FLATTER REZONE PERMIT NO. NONE PLMS FOR MPROVEMENT OF O Op SPECIAL USE PERMIT NO. POO -037 W 8 -10 -82 COUNTY OF SAN DIEGO TRACT NO. 0 RIP RAP SLOPE PROTECTION GRADING PERMIT NO. L -0301 12-21-88 - tc% TM 4147 U_ FIGURE 2 W.C.C. REPORT #50287 -5101 `D �rY AF 3 F•IOVED CHANGES BENCH MARK LJ -0093 ... 7•Z (NO SCALE)' D CALIFORNIA O RDINATES: 310 -1683 PRECISION N•. •eri�fi•• ArprovNl� Dm SHIT ADDED � /� DEfCRIITIOM: STD D1 8C IN CONC MON W /8' R fora a App" ed AUG 2 11985 STEEL FENCE POST MICROFILMED MAP ��g� LOCATION: _1.2 MI. N. OF LOMAS SANTA FE DR ON HWY R I H f „ .. A S-BUILT " "[[ o 101, 3' E. OF E. BERM BY 'CARDIFF' SIGN NO SCALE ErKYreer Checked by W =_ RECORD FROM: S.D. COUNTY ENQR DEPT _ FEB `z� X985 ELEVATION: 12.76 DATUM: USC 1 G$ A Approve ate TM 41�'- i RCE 6555 W d FILE NO. MICROFII.MEn PC 1 650 4 EXIST TOP CHANNEL LINING NOT S OF BANK (TYP AS TB) 1) GABION SLOPE PROTECTION SH LL CONSIST OF PLACING GABION STRUCTURES FACE OF BUILDING 95 TB TO DIMENSIONS AND SPECIFIC TIONS AS SHOWN ON THESE PLANS AND AS (TYP AS FOB) � F PAVING EXIST TOP TB DIRECTED BY THE ENGINEER O WORK.. (TY 2) GABION BASKETS SHALL BE MADE OF A MINIMUM 11 -GAGE GALVANIZED 90 90 80 80 P AS EOP) _ _ _ _ _ _ ( N, fEXI WOVEN STEEL WIRE MESH. TH GALVANIZED COATING SHALL BE — — — — K APPLIED BEFORE WEAVING AND SHALL CONFORM TO FEDERAL 85 85 75 \ 75 SPECIFICATIONS QQ- W -461g, WIRE, STEEL, CARBON (ROUND, 9(, %� BARE, AND COATED) ", FINISH 5, CLASS 3. THE BASKETS SHALL PROPOSED 2 BE TIED AND WIRED TOGETHER WITH A MINIMUM 13 -GAGE GALVANIZED SO WIRE AS RECOMMENDED BY THE MANUFACTURER. THE GABION BASKETS PROPOSED GRADE 80 70 70 SHALL BE MANUFACTURED BY B KAERT STEEL WIRE CORPORATION, 3' MIN TERRA AGUA CONSERVATION, 4 30 ENERGY WAY (POST OFFICE BOX 75 75 65 65 7546) , RENO, NEVADA 89502 OR MAECAFERRI GABIONS OF AMERICA, , 1/4 TON RIP RAP 12 GABION BASKETS INC., POST OFFICE BOX 3186 BELLEVUE, WASHINGTON 98009, OR AN APPROVED EQUIVALENT. 70 SECTION A -A 70 60 60 3) ROCK FILLER FOR THE GABION BASKETS SHALL CONFORM TO THE FLOOD STATION 6 +17 SECTION G —G FLOOD STATION FOLLOWING GRADATION: 1•= 10, 3 +05 TB C 1• - 10' ROCK SIZE ROCK SIZE PERCENT O 95 O� \'` PROPOSED 85 (APPROX. DIAM.) (WEIGHT) LARGER THAN LL GABION WALL 1 8 INCHES 25-POUND 2 -75 90 90 TE: FOR A GABION WEIR WITHO 60 80 5 INCHES 5-POUND 90 -100 T EXISTING CONCRETE WEIR F EOP EXIST TB 1/4 TON RIP RAP SUP RT (SEE DETAILS K & L LOW): �� 4) THE ROCK FILLER SHALL BE ANGULAR TO SUB - ANGULAR ROCK WITH 85 _ 85 1) ALL G IONS TO EXTEND A INIMUM 75 75 A MINIMUM SPECIFIC GRAVITY OF 2.62 AS MEASURED BY ASTM C127 EXIST — _ XIST AND A MINIMUM DURABILITY INDEX OF 52 AS MEASURED BY TEST OF 3 B ATH DOWNST AM GRADED / ;. METHOD NUMBER CALIFORNIA 229. 80 — — 80 CHANNEL C TOUR, 70 70 - 2) THE EDGES OF GABION STRUCTURE 3' MIN -.fir 5) THE AMOUNT OF MATERIAL SMALLER THAN THE SMALLEST SIZE LISTED ! TO HAVE 4' MI EMBEDMENT, '''f .;; ,• :':;`. IN THE TABLE FOR ANY CLASS OF RIPRAP SHALL NOT EXCEED THE 75 1/2 TQN' 75 85 65 PERCENTAGE LIMIT LISTED IN THE TABLE DETERMINED ON A WEIGHT RIP RAP 3) A SUITABL ON -WO FILTER FABRIC, BASIS. COMPLIANCE WITH TH PERCENTAGE LIMIT SHOWN IN THE h� b' ~ l S %�1 / Z 1 MIRAFI 1 N OR EOUIVA T. SHALL BE TABLE FOR ALL OTHER SIZES OF THE INDIVIDUAL PIECES OF ANY 70 70 LAID DER ALL GABION B KETS IN 80 60 CLASS OF RIPRAP SHALL BE DETERMINED BY THE RATIO OF THE GE RAL CONFORMANCE WI THE NUMBER OF INDIVIDUAL PIECES LARGER THAN THE SPECIFIED SIZE SECTION 13-13 FLOOD SHOWN IN THESE PLA COMPARED TO THE TOTAL NUMBER OF INDIVIDUAL PIECES LARGER FLOOD STATION 5 +72 SECTION H — H THAN THE SMALLEST SIZE LISTED IN THE TABLE FOR THAT CLASS. 1 TB 1 0 =101 6) THE GABION BASKETS SHALL B ERECTED AND FILLED IN ACCORDANCE C O] 95 WITH MANUFACTURER'S RECOMMENDATIONS. ROCK FILLER MAY BE N O ELEV. =82' `' 10 24 30: PLACED BY HAND OR PLACED MECHANICALLY. ROCK FILLER PLACEMENT LL BOTT SHALL NOT PRODUCE BULGES A0 SHALL PRODUCE A MINIMUM OF VOIDS. 90 90 OF POND 2 - GABION MATT ES _ _ 80 THE GABION BASKET SIDES AN TOP AND ADJACENT BASKETS SHALL BE EOP 8 , JOINED BY CONTINUOUS WIRE ACING ALONG EACH JOINT. GABION Q 3% _ TB A,a LAP ' - ,' BASKETS DAMAGED DURING ANY PHASE OF CONSTRUCTION SHALL BE Z 85 — 85 75 =a �� REMOVED AND REPLACED. EXIST EXIST WEIR 7) THE LAST LAYER OF ROCK FILLER IN EACH GABION BASKET SHALL {y. l ` _ / /c /// /Hy / �. 80 80 70 COMPLETELY FILL THE BASKET SO THAT THE LID, WHEN SECURED, WILL J FILTER FABRIC 4 APRON 1/2 TON RIP RAP / RIPA W BEAR ON THE ROCK FILLER. HE LID SHALL THEN BE SECURED TO THE Q u 1/2 TON, GRADE AT 76' CONTOUR r RIP RAP SIDES, ENDS AND DIAPHRAGMS WITH WIRE LACING IN THE MANNER U 75 ri, „ 75 65 65 DESCRIBED ABOVE FOR ASSEMBLING. ` /F BION MATTRESS D GN p SEE "RIP RAP SLOPE PROTECTION DETAIL - SHT 5 8) GABION BASKETS SHALL BE RE HAPED IN THE FIELD WHERE NECESSARY 70 _ _ 2 70 WITHOUT EXIST WEIR 0' 60 60 TO PRODUCE THE CONTINUITY OF PROTECTION SHOWN ON THE DRAWINGS. V f 51 (ALT - SEE DETAIL L) WHERE IT IS IMPRACTICAL TO RESHAPE THE BASKETS TO FIT INTERFERING S SECTION J —J STRUCTURES OR TO ELIMINATE SMALL VOIDS, THE VOIDS SHALL BE FILLED 13 WITH GABION ROCK FILLER AND COVERED WITH GABION MESH MATERIAL SECTION C —C FLOOD STATION 5 +66 t' =to' AND TIED TO THE GABION BASKETS AS DIRECTED AND APPROVED BY THE Z ENGINEER. Q (A TB 9) THE CONTRACTOR SHALL PROVIDE A STABLE FOUNDATION FOR THE INSTALLATION OF THE GABION BASKETS. THIS FOUNDATION SHALL HAVE 90 90 E ADEQUATE BEARING TO AVOID SETTLE OF THE BASKETS AS THEY ARE M m F FILLED WITH THE ROCK FILLER. M O EOP 15' R u.l 85 TB 85 VI F- 80 80 80 ..........:.: :. 7 _ 5 5 EXIST - ............... . ... .. ... ... M..ti ,....... 70 70 :.' ..:....:.. : ' ... :.: F- SECTION D -D _. _ _ , ` _ : w FLOOD STATION 5t21 - - �� "`''"``�"- E • %��' -..�� - :.::::I W GRADE t =10' W CY TB 60 GASH BASKET WALL PROFILE 60 90 90 E 1' =10' F V 1' -3 V 85 O EOP 85 80 — 60 O'� GABION WALL - / EX18T -+i I - (TY - ) O 80 - ; ;. 80 (TT P ) I� 75 WALL 75 M 70 "` LINE ..G. L ..L. .J,. .L 1 1. 1. i"'w •.,,.. Kwr «nr, r wnw r r w,., 1 /4 TON RIP RAP 3' MIDI.; .t, .+.. � .,.,, ,,�, „�. ; ... � -a a .. ,.� ., am .. �, MIN wy ;,�: HEIGHTS SAME AS FOR GABION .� ■ELOW GRADE 70 70 E WALL PROFILE (ABOVE) s y jx ` �i! F A$8ES O SECTION E E FLOOD STATION 4 +32 60 CRIBWALL PROE ALTERNATE s PARCEL NUMBER 80 1 1= 1 01 FIL NOTE: IF CRIBWALL ALTERNATE 18 TO BE USED CALCS, SPECS 260-3 1 -10,11, 12 T (SEE NOTE TO CONTRACTOR No. 4 , SHT 3) 1 - =10' i DETAILS WILL BE PROVIDED BY RETAINING WALL$ Co. AI ATE CONTRACT r ROUND 90 m 90 90 ON WEIR 90 PERMITS SHE E COUNTY OF SAN DIEGO O EOP PROPOSED 4' MIN NOTE: CRIBWALL TO BE DATE APPROVED 6 DEPARTMENT OF PUBLIC WORKS 85 I ` 85 85 ENGINEERED BY REZONE PERMIT NO. NONE GASION WALL , 2 85 D €SIGNER /INSTALLER PLAN FO THE IMPROVEMENT SPECIAL UK PER NO. Pa o-037W 8 -10 -82 80 80 8O ""' DETAIL MCS i SPECS SHALL BE CO�lNTY OF SAN DIEGO TRACT NO. ::::'::'' 80 SUENA Tp THE COUNTY GRADNI@ PERMIT N L -G80/ EXIST ;;° :. ::::'.'':'`'..:' APrROVAL MHOR TO CONGYMM. ..::::::..... "' " :::::: :::::.:::.:.::: ::;:::•.:::'' : CHANNEL TM 4147 75 75 75 GEOMETRY COUNTY APPFK3VEO Ch1ANGES BENCH MARK LJ -0093 75 ALI ORN1 CO R INAT 10 -168 by Dow OESCNIPTION: STD DIS IN C ONC. MON. W /o' :'•'`'" THIS SHT ADDED - for al A/povtd 70 PRECISION I 70 70 7 0 ® �� / to ST EEL F ENCE POST 1/4 TON RIP RAP t :` LOCATION: 1.2 M1. N. OF LOMAS BANTA FE DR. ON HWY ON AUG 2 1 1985 2 AS -BUILT 101, 3' E. OF E. BERM BY "CARDIFF' SIGN wad Cbe�ked by W ;;.: 6 ::::rt : `:. 65 65 ERNATE WEIR DESIGN """""' ' MICROFILMED IlECOeO rllor: S. D. COUNTY ENaR. DEPT. I Approval +� TM 1147 -f FLOOD STATION 3 +54° 1 = lo w ELEVATION: 12.7E OATYM: V6C i G8 PRECISION S ECTION F -F ,• =,o' R W 0 FEB 2G i9$5 FILE NO. MICROr=p_MEn PC 1650 I