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1991-2674 G (Plans) GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE RA D I N PLANS FOR . STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS, ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION, GRADING 2. THE SOILS REPORT TITLED REPORT OF GEOTECHNICAL INVESTIGATION PROPOSED BEACHWALK RESIDENTIAL SUBDIVISION HYGEIAAVE.,ENCINITAS, CALIFORNIA BY SOUTHERN 1, ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED CITY O F ENCINITAS TRACT NO . 9O ENVIRONMENTAL NOTESI ' CALIFORNIA SOILS AND TESTING, INC. DATED 2-12-90 AND GEOTECHNICAL UPDATE SOILS ENGINEER DR UNDER HIS DIRECTION, HE SHALL OBSERVE =09 LETTER PREPARED BY GEOTECHNICS, DATED FEB. 24, 1997. SHALL BE CONSIDERED AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS 1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS 14 i AS A PART OF THIS GRADING PLAN ALL GRADING SHALL BE DONE IN ACCORDANCE i','+r'�P' =' _ ��;! ;-' i I' i4' AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL (Ii - (EXCLUDING ANY EXISTING .MANMADE SLOPES) WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE k 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF c Q 4 31 21 11 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 4' AND THE MAXIMUM. SIZES LOCATION AND TYPE OF DRAINAGE FACILITIES NOR OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND 0 UJ '•? VERTICAL HEIGHT F FILL 5' IMPROVEMENTS WITHIN STREET RIGHT-OF-WAYS. SEPARATE TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT - 0 5 Q C O L, APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE REFERENCE DRAWINGS 3. AJ AVERAGE DEPTH = VOLUME OF CUT (C.F.) _ 5400 r CONSTRUCTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE � /� Q = /.37 CONJUNCTION WITH IMPROVEMENT PLANS. I OF CUT AREA OF CUT (S.F.) - 3950 SOILS REPORTS AND THAT ALL EMBANKMENTS AND EXCAVATIONS ¢ JACOB_ W 2674-1 IMPROVEMENT PLANS FOR JACOB LANE ARE SUITABLE FOR THEIR INTENDED USE, H �- ~- �'�- I O a, 3175 I IMPROVEMENT PLANS FOR HYGEIA AVENUE 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF-SITE > �h �` ? C/ B.) AVERAGE DEPTH VOLUME' OF FILL (C.F.) __ 216000 _ �r8/ GRADING, a V' 6 / _ OF FILL AREA OF FILL S.F.) 83770 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED j / 5, CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING `'� / f (L. TO PROTECT ADJACENT PROPERTIES DURING GRADING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID 7 8 f 9 + 10 4� 1".100' CALIFORNIA COASTAL COMMISSION PERMIT NO. 6-91 - 167 DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE OPERATIONS.. ANYTHING DAMAGED DR DESTROYED SHALL BE � � REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION SEE SHEET 3 FOR OFF SITE OF FSITE DRAINAGE IMPROVEMENTS GRADING, OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE IMPROVEMENTS DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN P,. AP 5.1) 73 A.C.REMOVAL AND REPLACEMENT WITH INSTALLED 4^ AC.OVER EXISTING BASE 12,050 SF . 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR LEGE N D Im BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- A.C.OrMRLAY (11/2 MIN.) ® 6,000 SIF ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND SUBDIVISION BOUNDARY . . INDEX OR A LICENSED LAND SURVEYOR, FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD LOT LINE P.C.C. RIBBON DRAIN ( 3'WIDE) -: Z353 V. LOT NUMBER 1 SHEET 1 TITLE 'PAGE SPECIFICATIONS, ALL VEGETABLE MATTER AND OBJECTIONABLE PROP. STORM DRAIN - SD=== SHEET 2 GRADING PLAN 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL MATERIAL SHALL BE REMOVED BY THE ;CONTRACTOR FROM THE PROP BROW DITCH =C, SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL DIRECTION OF FLOW I SHEET 3 OFFSITE DRAINAGE IMPROVEMENTS. -bUANTITIEB-NOTE: AND ALLUVIAL SOILS SHALL BE REMOVED T❑ SUITABLE FIRM PROP. SD.CLEANOUT D SHEET 4 EROSION CONTROL PLAN RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND NATURAL GROUND, THE EXPOSED SOILS SHALL BE SCARIFIED TO PROP CONCRETE ENERGY m FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND A DEPTH OF 6' AND THEN COMPACTED TO A MINIMUM OF 90 PROP CURB INLET a THE QUANTITIES ABOVE ARE ESTIMATED FOR BONDING AND REGULATIONS, PERCENT, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO TOP OF PAVEMENT ELEVATION PERMIT PURPOSES ONLY . - THE ENGINEER IS NOT REBPONS- PER IMPROVEMENT PLANS IBLE FOR QUANTITIES USED BY VARIOUS SUBCONTRACTORS 8, GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT IN ESTABLISHING THE SCOPE OF WORK TO BE PERFORMED R/W R/W R/W MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE ACCORDANCE WITH SPECIFICATIONS. 99' R/y,/ 56 R/W R/W TO COMPLETE THE CONSTRUCTION SHOWN ON THESE, PLANS .! CONDUCTED BETWEEN THE HOURS W. 530 P.M. AND 7130 A.M. 4, CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH NOR ON SATURDAYS, SUNDAYS AND CITY' RECOGNIZED HOLIDAYS. , 28' 25 281 / 28' LEGAL DESCRIPTION: THAT PORTION OF LOT 9, OF LEUCADIA - • 1 - GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS a 20 101 18, 18' 101 ACRES, IN THE COUNTY OF SAN DIEGO, 9. No grading operations shall commence until a SECT30NS, THE SLOPES OR EXCAVATIONS AND EMBANKMENTS 5' 22 s PROPOSED SURFACE I 1 ACCORDING TO MAP THEREOF NO. 1704, pregradinq meeting has been held onsite with the SHALL BE SHAPED PLANTED AND TRIMMED AS DIRECTED BY THE 1 VARIES VARIES 4.5� S' 45' RECORDED IN THE OFFICE OF THE COUNTY following people resent: City Inspector, Civil IMP. PER DWG.2674.1 � \ I--- g p p p y p ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY RECORDER OF SAN DIEGO COUNTY Engineer, Soils Engineer, Grading Contractor and CONDITION, ALL STONES ROOTS AND OTHER WASTE MATTER I •I' 2-- /� I � .1. 2./. 04 1 JUNE 5, 1918. Perak ttee the preQrade meeting shall be scheduled r 7� A,P.N, 256-040-31 with the City t least 48 hours in a scheduled e b EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE v y y LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED 4•A.C/641 calling (619) 633-2770. A.B. MI N. SUBGRADE ELEVATIONS PER OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN €x/5r/tlaRav/UO SITE ADDRESS, HYGEIA AVENUE TYPICAL SECTION GRADING PLAN ACCORDANCE WITH THE GRADING ORDINANCE, ENCINITAS, CA. 10. Prior to hauling dirt or construction materials to PROPOSED sueGRADE a TYPICAL SECTION any proposed construction site within this project GRADING PER GRADING HYGEIA AVE!NOSCALE JACOB" LANE the devato er shall submit to and receive a 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL PLANS. (SHOWN FOR REFERENCE ONLY) p approval SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF •OFF STA.5+28634 TO STA.6+00 (PUBLIC,) AERIAL SURVEY: SANLO AERIAL SURVEY from the City Engineer for the proposed haul route. (SHOWN FOR REFERENCE ONLY) DATE; 10-31-89 The developer shall comply with all conditions and THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT (PUBLIC) requirements the City Engineer may impose with HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE regards to the hauling operation. FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF L❑CATION OF R/W 53' R/W SOILS ENGINEER'S CERTIFICATE DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND t 28' 25' TOTAL GRADING QUANTITIES 1i Upon final Completion of the work under the grading CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL, L io, is' 11• 14' I, AtVTh'ONY R tQBL�70l1� a registered civil engineer in the permit but prior to final grading approval and/or , 51 1 State of California, principally doing business in the field of EXCAVATION final release of security, an as-graded applied soil mechanics, hereby certify that a sampling and study of 200 C.Y. certification shall be provided stating: "The EROSION CONTROL 1 ( the soil conditions prevalent within this site wasRFv1FWtPby me or grading under Permit No. 2674 - G has been 2% under my direction between the dates AeB.2Y, /9P7 and FILL B, 000 C.Y. i performed in substantial conformance with the i. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT = _ _ -- � One complete copy o£ the soils report compiled from this study, IMPORT approved grading plan or as shown on the attached BILL LAWRENCE 619-436- 3906 with my recommendations, has been submitted to the office of the 7, 800 C.Y. 619-438- 261 O EXI$71NG A.C. PAV/N g plans NOTE:GRADING QUANTITIES ARE as-graded plan" . This statement shall be followed City Engineer. Furthermore, I have reviewed these grading by the date and signature of the Civil Engineer who NOTE : FOR PAVING THICKNESSES and certify that the recommendations included in the soils report ESTIMATED FOR PERMIT PURPOSES ONLY (SEE ENT PLANS AND ARE NOT TO BE USED FOR FINAL PAY certifies such grading operation. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE GENERAL RAL NOTE I' for this project have been incorporated in the grading plans and NOTIFICATIONS AVAILABLE AT ALL TIMES DURING THE RAINY SEASON, ALL TYPICAL SECTION specifications. - (QUANTITIES NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT HYGEIA AVE.• NO SCALE 1, THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF STA3+60.80 TO STA•4+32.34 PCR, SIGNED: J a c<v (SHOWN FOR REFERENCE ONLY) v '� AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A TEMPORARY DEVICES WHEN RAIN IS IMMINENT. (PUBLIC) RICE NO. : y0333 � jl ' SEARCH OF AVAILABLE RECORDS, TO THE BEST OF OUR , KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR LANDSCAPING EXP. DATE: .3-31-fl '� ` �r SHOWN ON THESE PLANS, HOWEVER, MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING " INSPECTOR. THE CONTRACTOR IS REQUIRED TO TAKE DUE 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED 'IN ACCORDANCE OWNER'S CERTIFICATE cD PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING WITH PLANS APPROVED BY THE CITY ENGINEER, PLANS SHALL °a 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST m TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER L� IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS, HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY CD AFTER EACH RUN-OFF PRODUCING RAINFALL, AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. o `n FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL m 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL - PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION L�l Q0 LOCATION OF UTILITIES AND NOTIFICATION OF MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO °- DATE• OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15, - COMMENCEMENT OF WORK, INCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES Signature x Q � w - WH CH MAY ARISE, M. SEWERS -LEUCADIA WATER DISTRICT - ,(619) 753-0155 LLJ w 6, THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE "AS BUILT " DECLARATION OF RESPONSIBLE CHARGE Z ¢ W r,-) B. GAS & ELECTRIC -SAN DIEGO GAS&ELECTRIC-(619) 230-7800 NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS z 3 1n o Q C. WATER - SAN DIEGUITO WATER DISTRICT - (619) 633-2709 CONDITION, PROJECT, THAT I. HAVE EXERCISED RESPONSIBLE CHARGE OVER THE _ 0 -4 0 n Q CD SIGNATURE DESIGN ❑F THE PROJECT AS DEFINED IN SECTION 6703 ➢F THE BUSINESS �, `L y N �, Q o C) D. TELEPHONE - PACIFIC BELL - (619)697-5343 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE 51348 8-14-98 AND PROFESSIONS CODE AND THAT-THE DESIGN IS CONSISTENT WITH N n (o y m o w APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. RCE DATE CURRENT STANDARDS, y an y r w �r E. CABLE TV - 800-422-4133 v Z y moo Ln 8, GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY ENCINITAS FIRE DEPARTMENT I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFI- rn 1E A 1 gi . a z 2, CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE CATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY Q - 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT, FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSI- c1 r �T`t m PHONE, <619) 633 -2770 c rn 9, ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN �•A ? ��97 BILITIES FOR PROJECT DESIGN. n W 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY iy^y � W v�j = INSPECTION. PHONE, <619) 633-2770 ALL WORK PERFORMED RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT <40%)• SIGNATURE DATE _ -°° °lS- g7 Q WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT T❑ SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH oQROFESS/pNq� R. BHA I A DAT E ��` a x REJECTION AND REMOVAL, RAINFALL, SAN DIEGUITO WATER DISTRICT �` `�'B�TX9 �� Z d EXP 6-30-98 c 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE REVIEWED BY No.51348 m y a EFFECTIVE COVERAGE OF GRADED SLOPES <90% COVERAGE) PRIOR TO z Exp.6-30-02 CIVCOM & ASSOCIATES * * VICINITY MAP �I u� NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED � I � � �) J�q CIV1�. ��Q NO SCALE LU 9.449 Balboa Avenue, Suite 301 STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE I/ San Diego, California EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF SIGNATURE DATE OF CkV\F 73(619) 505-8800 Fax- (619) 505-8866 CALIFORNIA DEPARTMENT OF CONSERVATION, EXPIRES IN THREE YEARS W.O. NO. w REVISIONS Approved Date REFERENCES Date BENCH MARK SCALE Designed By 7 Drawn By Checked By APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT Drawing No. I AS BUILT Cos 7-/0.98 Description : CO. OF S.D. U1307 R.B. T.N. / I.J. R.B. e �2E_g7 TM 90-091 Reviewed By Community APP VED PLANS FOR THE GRADING OF Location 49.4FT. W. OF CL VULCAN AVE. Horizontal NIA Development Department Plans Prepared Under Supervision Of q BY: 31.5 FT. N. OF SIGNAL LIGHT Date C-1A-4 1 N0.2361 Clty Enginepper /f (� O _ O (� 2674 G Recorded From N6S 1978 LEUCADIA Vertical /VGA /R:t+L.S 7D R.C.E. No. 51348 DATE -L l�/1 J J Elevation 55.008 Datum M.S.L. Name Date �TIA EXP. 6-S�^ Sheet 1 of 4 E 'FASUMEN'I NOTES - --- - -18' OR 20' 15 _ 5' 5' _ B' OR 10' LEGEND 1f` ' R/W O INDICA'T'ES DRAINAGE EASEMENT PER DOCUMENT E INDICATES A PRIVATE DRAINAGE EASEMENT PER 3�'1 a 5 SUBDIVISION BOUNDARY GRADED SWALE AND FLOW DIRECTION -� RECORDED 7 - Z - 97 AS FILE/PAGE FINAL MAP TM 90-091 . PA20POSED �: a HYGEIA--4-- -^ NO'l997- 03/L� 7 OF OFFICIAL RWICOAII3 . �I I pROPERZY LINE - STORM DRAIN(PER DWG 2674-]) ==50== A.C. G�?IVEWQY e• 29• OF INDICATES PORTION OF HYGEIA AVENUE a -96 TW BROW DITCH D-75 ,TYPE "B" c� �B INDICATES AN EASEMENT FOR SEWER PURPOSES DEDICATED TO THE PUBLIC PER THE FINAL MAP R/W LINES GRANTED TO LEUCADIA. COUNTY WATER DISTRICT 'PM 90-091 . w 2r�•1, _gq CL5' LOT LINES: �E CONCRETE ENERGY DISSAPATOR D-41 PER DOCUMENT RECORDED AS ZO EX/STIA/G FILE/PAGE OF PCC DA2/VEW4Y -92 a RETAINING WALL PER EASEMENT LINES OFFICIAL GO INDICATES JACOB LANE DEDICATED TO THE �� FF LEGEND * STORM DRAIN (:LEANOUT D-s O SECTION /J - J -9O C$ Bw , SECTION H- H LOT NUMBER OO CURB INLET (TYPE B) D-2 RECORDS . PUBLIC PER THE FINAL MAP TM 90-091 . SCALES:HORIZ 1"=2O -88 PA r/•MIN. J- NO SCALE PAD ELEVATION B$•6 VEkT V'� 8' 20ry° FS = FINISH SURFACE ' FINISH FLOOR ELEVATION 89.1 FL = FLOW LINE _. . tE AS SHOWN ON PLANS 2$' FINISH SPOT ELEVATION 88.6 - TW = TOP OF' WALL �y r t SEE LETTEA? OF PEA?M/SS/CMI _ ,��_ z IF IN r1E1.D DO INDICATE A 15'PUBLIC EASEM T R AIN I TO G124DE OI"f•-SITE 4415 m- EXISTING CONTOUR BW = BOTTOM OF WALL COAJSTAE/CT DA3/VE MII BY �-�- - _.t PURPOSES OFFERED FOR Tf© S Ory/M ?EB AG/CE C. SA YE 3 AMAtfO/°OSE,OPAY/ FINISH SURFACE CONTOUR 94 RETAINING WALL SD. R STD.DWG.�- FINAL MAP TM 90-091- OR/ fYAYANOB,EQM, F -���C-2 -��° - �. CXITED7-2- DAYLIGHT LINE -Ir-+:. SEE OM zV74-I C RETAINING L PER CA D IL RE AIN NG WAL LTRANS� ETA �Q + - - ' . __N7401 fig/iE-_- ___- •?•5jr•S,f'�____ E :� FILL SLOPES 2:1 MAXIMUM )�i� TYPE68(LOT 1,2,98 10) 83 Ir r n 1 A r) '1 -7(-, 5' AZ/V4TE De4/ AGE --- �O W N,tu 1 . i jug 6.05 P /t A r) ,-� -� 1 O/0 PAZ/VgTE OEQ/A1QGE EA MEAIT PEAZ /AJ41- 12E//V A.45S TAZUCT/ Q/V ', 9 CUT SLOPF. 2:1 MAXIMUM �� D2/VE YASSH WA/ E I�.t1i- I I U'r - �y E45EMEAIr PEE 1=1I p. MA ^J tl w Y 1 t � Mqp ^`- GROUND 897 *CONSTRUCTED PER DWG 2674 -I t� s SPOT ELEVATION EXISTING STRUCTURE r--- So E n I SUBDIVISION BCIUNDARY �+ � aIp T•W.85. �y. ----� r. 0-75)_ r C s JkD m r �I, s.w. O r F! Q/ !40.98 m 77.65' - 67 0 �. iSSC y D D 1741 _ �'�-- S*Q9/. s. i T .. L f G--" lE76.8 �. 'g�. BG.4 X828 uT D ,S . T • II -• (SWAGE) 9 !� I°bMIAJ.CTY(p ' VJ W8l6' �� 0 c * / 75.20 (SWALE) lg �� ` (A FF 77.2 �1 m D • Tw. 75 / In ' Tfv.s2.5 0 I i m 8 / f °G 5 14763 >�7 •/ l��B.o / 775 Bi¢ 1i \ FEZ, Pao zo TW i T.W9 .5 1 - o Y 3' (� es�� 4 vE / � 3 f `u° 'Z 4 1 s 88.5 .� o. ' P()1.MAX LOT 6 5, LOT 7 5 mi V 1E75•AO �?' CTYP) t O t. y FF I (TYP) (0-75) F �y 776 78.6 22 i 9. 1 \ ? -�A g "�I B^W �I I FINISH GRADE OVER M' IN �\ RETAINING WALL PIPE(AS SHOWN ON v 10' !8 PAD L� PER LEGEND 79.1 82.7 8 .F> \V PLANS) (� A A A I A \ H H 2°/.MIN. I (MIJN.) (v I FF - ' r ! _ \\\ 20%MAX. IE(AS SHOWN H/e l� \N' n 1 + n /� F (TYP.) SECTION A-A i •� PAD 1 = 2O n`4 n r) ' ^I ) C � . C i I+ TW 86.✓ T. .93.5 ON PLANS) IP7495 4 ^ NO SCALE, t (ASSHOWN ON PLANS) �C \. \, `� 'r. T9.:.. _, i 82P e.w8z.o F, �� 89.! s.w y� 'I 78.0 - 1'COVER OVER PIPE C41 10' PRIVATE UPI STORM DRAIN 74.1) �( ✓� y�I 2S), P .� ] V W DRAINAGE EASEMENT O hE89.0 ` ' IN I� H PER FINAL MAP SECTION B-B /O'PA?lVATE i7¢A/AJ4C#E 77.6 \� y ��y°J q 11! I y F!A/A I ) L $Q, _ y h P uj t1- A n PROPOSED GRADE NO SCALE / ) -� �� W • bj' 1 ° w 3 I 78.1 >j3 g a `ti0 QX 9a\ >� 1 5'MAX. O.5' VARIE MIN. 3✓ f5' �O VARIE 2' Q5' Rh I.. IO ( � / - / . BO 80.20 FW 78.8 66 92/ 4710 9 , .. ,. ` tx',0 3' -�.�'- D-75 BROW DITCH B F ry a (V o T. 83.7' T.W. 'lI yI ( I w N h `. $,t�• �( B.W. B. B 2- W 1. 1 xti. F.j;, EXIST. a<e GRADE Q � M N t m L j REG10l�E ¢REPLACE 74.70 I - i ap 10' PR I VAT E EY/BT/NG FE/YCE 1 76. ` N DRAINAGE EASEMENT AS,f RED PE z,0ja. G ,I �i N , y SECTION C-C PER FINAL MAP 74015134 90.54 ~- A7°b N G �N ' �^^' ljy M /5Q'✓.L. Al ll. Ye _ (� 40'V.G. 07. Z NO SCALE DATED 77. JACOB N N L AN E m `S oO m , W 3 VARIES ' • �ON PLAN 0 5' rt 76 F: .- 76.9 aGW � a > 5' 5' - 5'MAX e 2/eMIN. ¢ p 0 ZQ . z0 ARIES 2' 0,�\�� VARIES GRADED SWALE j 1\ (� B rp ►- O 0 .�i W t00 _ _j _31 L k P • ��� ) p Z A T.W. 9.5 o O �y. y' z I mw ti D-75 BROW D�1�- 0.20 82.1 -/ CW.B3.7 69 / 6W. 3 F _ w 1 FF =I 7 BENCH J_ �_ O 66.94 aw822 46.88 71 � EXIST. GRADE �n �) vorE 3 T 77.5 ^^3, ® X16 p ` i� , o Q SECTION D-D BEOW DITCHES T6 8E Rf 7445 O ?� Q ��?I' op -. 1. *v) 5 NO SCALE SuAZVEY STAKED 49" 25' Q 0-75) t^�� i 1F 1 /AJTEIZV4L TO IAII V` 78.0 // r 5� 3 ti � 1 �Z T.M 93. ' I al W m r(AS SHOW N w w P20PEAZ`COAASTe4(CTION 749 r QQ 1P \ �,,� S/ SO �j4' 1$ - JZ ' FF F� ON PLANS) (Da 10' 5' 0a. THIZOUGH 0:5%SLOPE �j. ' tN (/j /J/1 y �9i e e� 1E78� \ W.86.9 b / B.IIYB9./ IU A2EA5. / �• ) Z O Z O e ji Sp, iZ 0 LBW. B .0 ( `�- - ow ow /' - T•W. 9.9 8/• 4 1!!88.7, y565 } - JZ %,� y ti �FL(AS SHOWN mw mw tl ) // °l 8�1 BUILD/AAi ON PLANS) &/vet- - TW.93.7 3 1 FF a, od r- o a� / s '\ ' �I"' # �� SECTION E-E r FF tc - TY Ql 2e p I y o l\�% 8- �y H D *H 5x50�(p NO SCALE PAD 20�°A/MH I �1FF SEE SHEET 3 A60r2 m "� 6 7 / : 8 _ 9 10 J y. q r # TAD OPA=SITE DEQ/d1Q6E m b ° o �� / i : O lE .76.8 O a 4 95.5 F r /MPAZCNEMEA✓TS " n \ - \��/ ./6 77. 5 E j E 78. A A 89.I f�+ rt763 1 I� D 0 82. 31 - TEAS SHOWN N _ 7 78.0 7 82. 89,6 ' 28 ON PLANS r -- -- RI� T 93.4 74 _ r - - - j - 1 7G.3 /ie78.o ! 5. 88. F EARTHEN SECTION F-F EARTHEN DITCH NO SCALE 77 6 BERM 1' Sl D 2 �`� �� Ir!$14' 8.4 It 8B.3 /t BB. I rj x I �1 A T.W.75. eG.4 93. I` 'FILL BANK SEE IMPAZOVEMEAJ7 PC.4AJS h • 1°)° /% ^ '\ B.W.778 1 BC/o \ TW 4 L pa 3' I ',,I PAD DlYGNO 267¢JFOR 4DDlTIOA/QC ..._ ' M!N C__ '� .¢I- !Ye ^j Y "1 9.W 8p u C7 .rte �-_' 4jQ n0' 1/V 11- ^� ��1gj DEPTH STOA?M D1Z4/AJ DET�A/LS- +- 3 -_ ^ �3 B� �9� / T.' .90.9 2'1MgX VARIES rAPy . } m ►�, c, F SLOPE a%� r' :'i``. _ Pte, .✓ MIN.• 2le Q100= 1.32 CFS-- e _ •": TOP O � DETAIL 6+ 13 NO SCALE /6 71 /40.28 S=0.57. MrUO2 78.32' tl 6. 94/ 67.0If)' m Fy m PRIVATE DRAINAGE ESMT. GRADED S WA LE DETAI L CONCRETE A' 2 le i C7� C k N plj PER FINAL MAP NO SCALE APRON SUBDIVISION ` • >E' BROW D 1 TG 5'PE/V4TE 024lA! 6E - " ) 3 3 5 E.4154t T PEE ,V4L BOUNDARY VARIES ` 3' PCCR ! 5' X10' RI P (D-40) MAP St RIBBON I B' PAD W/F I LTER ---- - ---AJ74°/5'40 E -- Jr SQ L--- I --- \' ' VARIES_,. VARIES GUTTER ) ' PER SOILS ENGINEER "'""'" """' "° NS • / (NO.2 BACKING-]'THICK) �_( I L! - _ t , -`N IE AS SHOWN ON PLANS O i.�- �' j (J i L� _.. �pEES$1 30l �/ O S' 2 5- „ 4 0� Opq`� �.14c`?, i_1,I /' I $p ' t8• RCP , I �<{r Q eFiATj•4 �� L_L, : .y. 1 E VARIABLE ~ 9= a EXIST. GRADE MATCH TO y RIBBON CUTTER- r� i-75 BROW DITCH . , . fl 74. 31 I B' RCP � � No" 51348 � PER SHEET 3 I BROW DITCH ° ° A' ,--STRAIGHT HEADWALL BROW DITCH' ^ ,t -) -^7- OC 6-30-,02 f0 TYPE'I .° t� I\ ir11- �I . : SECTION G-G 2' CUTOFF 'TYPES SDRSD D-32 O t� _ �• MIN. /( ���, 4,►. --- ----F------- i NO SCALE WALL (D-72) {og0 O I 9lE 0 vv s�o I OF CP BROW DITCH 2 CUTOFF WALL O D __OoOcQIJQ o - (D-72-) �,`- --...-RIP RAP PAD � - B x6 xlo/IO wwF C I V C O M & A S S O CIA T E S P 1 RE • TO R I BBON-GUTTER - TRANSITION SECTION A-A" SECTION 'B'-B` 9449 Balboa Avenue, Sutte 301 D-32 NOT TO SCALE NOT TO SCALE NOT TO SCALE San Diego, Calif ornto (619) 505-8800 Fax: (619) 505-8866 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT Y W APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. / Ai Sv1cr/REVISED 7//o/9Q DESCRIPTION: CQOFS.D. U1307 PLANS PREPARED UNDER SUPERVISION OF AP VED �, '�- 28'?7 GRADING PLAN FOR : TM 90-091 DRA/NA6t= SWR[.E - LOCATION :-49.4 FT. W. OF rI VULCAN HT p 90=091 31.5 FT. N. OF SIGNAL LIGHT HORIZONTAL 1n=201 a DATE �- )�- ! � BY: -- NO.2361 2674 G RECORDED FROM N 6S 1978 LEUCADIA NSA R.C.E. N0. : - 51348 DATE: ^ 4 _! VERTICAL R. BHATI ELEVATION: 55DOS DATUM: M.S.L. EXP. 6 -30 WORK PROJECT NO. 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Sidi lit, 4 • .w rs s®®`� °ww'i�s�Ir®mss s• r.�. , �� i� - _ • • • • ! • 1 •�i��—�------__.s NOR MEN- - - . • ° h ' • b:_�._ ee,ii►s °.® sar® r®tae-: Kt]a®® ®o ®® �® ® • . ' 'EASEME'N'T NOTES - - - 1 18' OR 20' ' �i 'TRUCT'IONNOTE1ta (SEE IMPROVEMENT ANS 5' 5' 8' LEGEND - FOR TM 90-091) OA INDICATES DRI INAGE EASEMENT PER DOCU ENT E) INDICA'T'ES A PRIVATE DRAINAGE EASEMENT PER ��' CONSTRUCT CURB INLET "TYPE B° PER SAN R/w � F q SUBDIVISION BOUNDARY WALES AND FLOW DIRECTION RECORDED 7- 2-97 AS FILE/PAGE ,, FI'NAL MAP TM 90-091. DIEGO COUNTY STANDARD DWG. D Z, L = 6'. F HYGEIA�- MOr/99JO3/ZBO Ole OFFICIAL RECORDS . h - 1 2% PROPERTY LINE STORM DRAIN A ==5p== F) VNDICATES PORTION OF HYGEIA AVENUE D-9 CONSTRUCT STORI+`TWAIN CLEAN OUT - TYPE A TW ® INDICATES AN EASEMENT FOR SEWER -PURPOSES DEDICATED TO THE PUBLIC PER THE FINAL MAP PER SAN DIEGO COUNTY STANDARD DWG . D•-9 . R/w [aNES BROW mrce n-'15 ,TYPE "B" GRANTED TO LPUCADIA COUNTY WATER DISTRICT TM 90-091 . - ( - CL5' LOT LINES PER DOCUMENT RECORDED AS I CONSTRUCT CONC&F,TE ENERGY DI SSIPATOR PER CONCRETE ENRRGY DI 'SAPAT''R 1).32 FILE/PAGE 'OF OFFICIAL G) INDICATES JACOB LANE DEDICATED TO THE SAN DIEGO COUNTY STANDARb DWG. -''D-91 • a RETAINING WALL PER EASEMENT LINES i RECORDS . PUBLIC. PER Tl�& FINAL MAP TM 90-091 . SIDES MODIFIMD TO FF ALLOW ENTRY OF D- 7S STORM DRAIN CLISANOUT n- , p DRAINAGE DITCIIES YPE "B"' . BW as LOT NUMBER O � + CURB INLET (TYPE 0) D 75 CONSTRUCT BROW :DI'T'CH - TYPE "B" PER SAN PO 10'e Z PAD ELEVATION 88.6 C•S EtNisH SURFACE DI.EGa COUNTY STANDARD DWG. D-75 . wS SECTION H-H FINISH FLOOR ELEVATION 89j FL = FLOW LTNF. E AS SHCWN ON.PLANS NO SCALE FINISH SPOT ELEVATION L �.6 rw 'roP of WALL t ,r O RCP PIPE PER SAN DIEGO ; r ExisTlrJr., codrouR - 18 CONSTRUCT ,18" D) INDICATES• A PRIVATE EASEMFI,NT FOR DRAINAGE � COUNTY STANDARD DWG. D-60 . _ �•r" BW = BOTTOM OF GALL PURPOSES ,AS SHOWN PER FINAL NAIs TM 90- STORY DRAIN AN4 APPURTENANCES ARE NOT I°ART OF FINISH GRADE CONTOIN 94 RETAINING WALL S000.STD.DWG.�-c DAYLIGHT LINE RETAINING WALL PER CALTRANS DETAIL 091• ti THESE PLANS ANO ARE Sf/OWN FOR/NFORIMMON ONLY, F C-2 SEE //YPRO//EIYIENT PLANS FOR CONSTRUCT/ON. -I o 63-11 TYPE 6 (LOT 1 2 9Br 10) i V7401,5'Z911E -- --- . 35555'---- _ --- FILL SLOPES 2: 1 MAxTMUM � 7 , U - �10'PRIV4TE QQ4/M4" CUT sr,nPR 2 : I MAr,tnuM V E45EMEAl r me Fwat 5'PJZIV4TE 0124141406 a EXISTING GROUND I° O PMEAT Peje FlJV4t- � a SPOT ELEVATION 889.7 ff 75.23 N W n n \9 q�. EXISTING STRUCTURE I " D N ^I SUBDIVISION BOUNDARY33 ^ n m Tw.85.8 N r TW 93.5 SAND SAGS / r E r D 1Q ti� ^ B.w. $ 8.W88.0 ` /CIO.98' \ - 77 65 l. 6G.9Z _ '� G7.00' D UT 2 j 8°75.201 D 75 -1 /± I'k11 f ZW. 79:3 Nf ° \ 8 \ a � rt 19 " ^° t 76.3 � it 76. N 1-77.0 � � tie �+ 77.5 �� 1-87.8 e. 7.8 � N:49U14L01AJG F IC 7.5-10 4 �yP�PE O I I O O 5' N 3 SANDBAGS. HIGH Il , c9 '0,00e) - � °� � 77.6 �•� m �'' �� , 78.6 °�' $1.6 I 1 � 88.6 �� 1 � �P A jpp m P ; 79.1 A ' 82.1 A Fic 891 I v /o' e 3k 1 A H 3 H DIRECTION OF FLOW t "i r = 20' Y" :.� ° f TW F '' Tw9al Q it 74.95 .k I �Q6 >) ?.` r r T.W.798 �' I S.W. !.3 1 LBW 81 F s. zI a 3 I \ rt SECTION D- D • �� 1il C 32 - 1 s '� J p D /0'P2/V4TE DJ24LA1dGE 77. 2 ^ T PEIZ MAP O. . ^,��► c �. 5 -� , CO 77.7 . •! cP°� I g a a b B a `�* sl d'. B O { 75 ` 66.92 47.101 f 93.9 p wQ� $N�.E » \ O TW. 78.5 TW.82.0 T.W. .8 ~ S�Ut/ABAGS F . u� .SEE DETAIL Y-Y - sW. :,. ku 8.w.8 0 WBs I' HIGH 77. "� ku /O 68 m (� V 470 I LQ bao N v1 r h J W / 0 `° o N D* D ^ o c H 90-54 / \76.7 �,'� L'y` h NI G mt\, IN �I'Ar. V 7Q°/534 E !21 - r\ �i lsp'uc. 1 r.6ard '� ao'uc. / z 74.63 p 775 to v m N + W ,� X76.9 � JAMB I m E� -_ yIa > q \ I � � ��Q �p� ti h0Q W *� \ T.W82.1 DW.89.5 4 '79 � O W^ P5 / 46 B N r. A10TE [" 7 0 2p' 163Oi �a - ,3PO h �� a Ov 89OW DITCHe5 TO 8E 3, 274.45 77.2 2 i t ¢°ti0 U1 iI o SLIeVEY STAKED 4T 25' 1 y f)l - 1A/TCRV4e_ 70l /5Z/2E > Z o. ° IN „ Lli PQOPeZCOAJ5TeUCTloA1 f 77.7 �° s 5 Tr1 H 0 i. SCOPE �_ + UGTIM47E � ` 1 57001 CJIPAI�IJ / � � � � 8w81.3 A2 A5. 6'/. SY.'5rTE!'I} / uj �y TW.7� ) I� �� '.-. / 881' ~ �� C4 ID / B.W. 5 IN �_ �/ x ti �. ^ r- h r r 29 . . / I N " I r I r l r c9 . \ X95 + BU/LDIA.G �Z I Q �� N a �_ �• :! EAIVEGOP!°. -�- ` ( � 7-W 92.8 1 1 K I i QTY°l 5 Q B 8B. 77.50 it7 2 It7 8 I QNti 10 FjC H�t SH FS / v v I�10 81. 88.6 96.62 A 8 rt74.8,• 1 k 2 �� �\ E E q q ( U, O _ ZO ti FS. �3 , ti` 780 STR4CT/GU 79.1 '� 82 - h�F 89.1 I Tw9 a 5 iE74. - N - tk51LT1MG SClSlltl 8 76.9 O �� k� i BW •0 1 SEE �71L A - 1t80.8 9 8 87.8 _ 1 2`8Z8 1 D-41 �� \ I^I 7.W.79.3 9 .85 N SEE /MP20VEMEAIT fL4AIS �� E 11j �� I /°/ O qty O \ /� 1^ "1 ,B. .77• a BJV. ` \I� 8W.87.4 / TM 90-09/ F0,e 40D1T/OA/4G 1. C7 / �TYF) ^0'l •J`1_/(/ k S70RM D�/A/ DETd/L S. ,,� '\ - • t� ✓ T�°1- �/--_.. 1 ^ T w 90.9 ~ �fo'9 O13 I. 1174.50 ?� lao.28� ' s=0.5.1. 78.32' a GG 94.1 0 F5 I N N D-75 r tl. S M 6700' © SUBDIVISION Wo 5'P21V47E D241AI4GE BOUNDARY 3 m' 64 ME AI T PE2 FM14C. - - - A/740/540 E --- 3555¢!: - _ CO.VSTi2t/CT TEMRQ�Q2YP/PE R/SER .. _. ... . ._. _ . .. 7 - ., WITH DEBR/S R,4CK CAGE PER CRLTRAN3 Q�®E�SSIQ/�1�� STD PLAN D 93C ��Bta® P BHATjq FTZ WN T611 Y 1 � - � No. 51348 &6%2'rp4BA/ xr� OF c CIVCOM ` '& ASSOCIATES DETAIL Y-Y 9449 Balboa Avenue, Suite 301 San Diego, California NO SCALE ` I (619) 505-8800 Fax- (619) 505-8866 1 � REVISIONS APPROVED DATE REFERENCES DATE BEWI H SCAI� / SPECIAL. QIIS'TMT DESIGNED I APPROVALS CITY OF ENCINITAS ENGINIEERING DEPARTMENT DRAWING NO ASiJUJtT 7-/Oa�Y DESCRIenoN: CO.oF SD. ut3o7 PLANS PREPARED UNDER SUPERVISION OF APDO /ED _ 2 $,_ g' EROSION CONTROL PLAN - TIC 90-09� / LOCATION . 494 FT. WOOF Z VULCAN AVE f - _ ��' 31,5 FT, N. OF SIGNAL LIGHT HORIZONTAL 1'=20' r r DATE - a" 8Y T 90=091 �� - 2674 G NO.2361 RECORDED FROM: N 6 S 1978 uEUCAD IA' .. N%A - R.C.F. N0, 51346 DATE: _� `� ' / VERTICAL ` R . BH I A i ELEVATION: 55.008 DATUM: M.S.L. `� r EXP. 6 - 30- ' WORK PROJECT NO SHEET 4 0•F 4 .. 1 PE 349