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1989-9499 G (Plans) /111 I JASON STREET II WORK TO BE DONE LEGEND RSD SYMBOL GENERAL C. GRADING 4. The Contractor shall restore all erosion control EXISTING CONTOURS -52 _ devices to working order to the satisfaction of FINISH CONTOURS 1. All work shall be done in accordance with these the City Engineer after each run -off producing p p public rainfall. fans the standard specifications for 1. All grading shall be inspected and tested by a EXISTING ELEVATION works construction, the design construction qualified soils engineer or under his standards of the City irection. He shall inspect and test the PROPOSED FINISH ELEVATION Y of Encinitas and the San 5. The contractor shall install additions_ erosion Diego area regional standard drawings. Any excavation placement and compaction of fills and control measures as may be required by the City FILL SLOPE (2:1 max.) �- ( changes or revisions therefrom shall be backfills and compaction of trenches. He shall Engineer d approved by the City Engineer prior to any submit soils reports as required and will te to uncompleted grading operation or CUT SLOPE (2:1 max.) request for inspection. determine the suitability of any fill material. unforeseen circumstances which may arise. HEADWALL D -32 Upon completion of grading operations he shall =� state that inspections and tests were made by 5. The contractor shall be responsible and shall P.V.C. DRAINAGE PIPE 2. The soils report titled 1 prepared by take necessary precautions to prevent public him or under his supervision and that in his DRAINAGE SWALL G19! 9DIL Inn dated shall be art of this opinion, all embankments and excavations were trespass onto areas when impounded waters create considered as a p grading plan. All constructed in accordance with the approved a hazardous condition. RETAINING WALLS C -4 grading shall be done in accordance with the grading plans and that all embankments and 5' WOODEN FLNCL �. recommendations and specifications contained in All erosion control measures provided per the excavations are acceptable for their intended said report, use. approved grading plan shall be incorporated TILE STONES hereon. CONCRETE ALLEY ''`'`' ""' 3. Approval of this plan doss not constitute The contractor shall properly grade all N4 (YELLOW) REFLECTORS M -9 U approval of sizes, location and type of drainage 2. Graded areas around the project perimeter must facilities nor of i excavated surfaces to of water. provider. H e pose sitihave ll drainage control nage im provements within street and prevent po drain away from the face of .slope a7 the STREET LIGHT E -I right -of -ways. Separate approvals and psrmits conclusion of each work day. CATCH BASIN (PRIVATE) for these shall be required in conjunction with surface water and avoid damage to adjoining properties or to finished work on the site and , improvement plans. 9. - All removable protective devices shown shalom be SAND BAGS of freshly graded areas unti l such time as shall take remedial measures t prevent erosion in place at the end of each working day when 4' 6" TYPE A DIKE G -5 4. Written permission shall be obtained for any the five (5) day rain probability forecast have been installed. off -site grading. a drainage and erosion control measures exceeds forty percent (402). Silt and other h b debris shall be removed after each rainfall. 5. Contractor shall take any necessary precautions required to protect adjacent properties during All areas to be filled shall be prepared to be 1 _0. Should germination of hydroseeded slopes fail to grading operations. Anything damaged or filled and fill shall be placed in accordance provide effective coverage of graded slopes (got destroved shall be replaced or repaired to with standard specifications. All vegetable coverage) prior to November 15, the slopes shall condition existing prior to grading. matter and objectionable material shall be be stabilized with punched straw installed in removed by the contractor from the surface upon which the fill is to be laced. Loose fill and accordance with Section 35.023 the Erosion 6. The developer shall be responsible that any p and Sediment Control Handbook of f the State of monument or bench mark which is disturbed or alluvial soils shall be removed to suitable firm California Department of Conservation. destroyed shall be re- established and replaced natural ground. The exposed soils shall be by a registered civil engineer or a licensed scarified to a depth of 6" and then compacted to SOILS ENG NEER'S CERTIFICA land surveyor. a minimum of 90 percent. It shall be the contractor's responsibility to place, spread, I a registered civil engineer in the The contractor shall design, construct and water and compact the fill in strict accordance State of kalif rasa, principally doing business in the field of maintain all safety devices, including shoring, with specifications. applied soil mechanics, hereby certify that a sampling and and shall be responsible for conforming to all study of the soil conditions prevalent within this site was local, state and federal safety and health 4. Cut and fill slopes shall be cut and trimmed to made by me or under my direction between the dates 2 " "4__ standards, laws and regulations. finish grade to produce smooth surfaces and uniform cross sections. The slopes of 1 and �A►IU�YL One complete copy of the soils e. Grading and equipment operating within one -half excavations and embankments shall be shaped, report compiled from this study, with my recommendations, has (1/2) mile of a structure for human occupancy planted and trimmed as directed by the engineer been submitted to the office of the City Engineer. shall not be conducted between the hours of 5:30 of work and left in a neat and orderly Furthermore, I have reviewed these grading plans and certify p.m. and 7:30 a.m. nor on Saturdays, Sundays condition. All stones, roots and other waste that the recommendations included in the soils report for this matter exposed or excavation or embankment project have been incorporated in the grading plans and and City recognized holidays. slopes which are liable to become loosened shall specifications. be removed and disposed of. The toe and top of IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. B. NOTIFICATIONS all slopes shall be rounded in accordance with SIGNED: I1' IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED 1 the Grading ordinance. The existence and location of underground RCE No.: ,�� 2 CIVIL ENGINEER MALE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLANS utility and structures shown on these OFESS/ Y p p es 5. All trees, brush, grass, and other Q� � WHICH THE llIRECTOR OF PUBLIC WORKS llETERMINES ARE NECESSARY AND DESIRABLE plans were obtained by a search of available objectionable material shall be collected EXP. DATE: SIN F FOR THE PROPER COMPLETION OF THE IMPROVEMENTS. records. To the best of our knowledge there are objectionable no existing utilities except as shown on these piled or otherwise disposed of off the site by _ m fans however: the contractor so as to leave the areas that I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON THESE PLANS m WITHIN EXISTING COUNTY IGHT -OF -WAY WITH 60 DAYS AFTER ISSUANCE OF THE plans, have been cleared with a neat and finished P_ 12-31-93 CONSTRUCTION PERMIT AND JrO PUR 'E SUCH WORK ACTIVELY ON EVERY NORMAL appearance Erse from unsightly debris. Approval 0 * WORKING DAY UNTIL COM L ED, ESP TIVE AND INDEPENDENT OF ANY WORK The contractor is required to take due •got �! ASSOCIATED WITH THIS MY precautionary measures to protect any of location of debris fill shall be secured from 7 FeHN Q t? R JE OR UND CONTROL. existing utilities or structures located at the soils engineer and City Engineer prior to OFCAL�� the work site. It is the contractor's the disposal of any such material. VWNLR: JASON S EE" PR 0 resp to contact the following -• LANDSCAPING ERTIES II CV owners of said utilities or structures EARTHWORK: ADDRESS 920 KLINE ST. LA JOLLA, CALIF. 92037 N prior to any excavation, for verification i. All slopes shall be planted and irrigated in EXCAVATION: 400 CU. YD. and location Of utilities and notification accordance with plans approved by the City of commencement_ of work: Engineer. Plans shall conform to the City of EMBANKMENT: 470 CU.YD. ASSESSOR'S PARCEL 254 - 222 -14 U_ Encinitas Grading Ordinance and all adopted IMPORT: 70 C Z a. Sewers - LEUCADIA WATER DISTRICT landscape and irrigation standards. STEEPEST EX /S 7 G SLOP£ - 8 Ye LEGAL: LOT 11 IN BLOCK 2 OF SOUTH COAST PARK NO. 4, IN THE CITY OF Q (619) 753 -0155 ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING U uiN£RE PROPOSED GRAaVNG IS TO TO MAP THEREOF NO. 2049 FILED IN THE OFFICE OF THE COUNTY - b. Gas i Electric - S.DG {E. NORTH COAST DISTRICT 2. Finish grading and planting shall be OCCUR? 65y. SLOT EALLCYFR6W7AGE RECOR DER OF SAN DIEGO COUNTY, JULY 26, 1929. V C C ATER 6 TRICT accomplished on all slopes prior to October 1 or ~MUM VERTICAL OIEPTH OF CUT? 2J C 0 c. Water -SAN OIEGUITO WATER DISTRICT immediately upon completion of any slopes graded (619) 756 -4038 between October 1 and April 15. MAX /MUM VERT ICAL N£ /GHT oFF /LL ?2_8 -. W d. Telephone- PACIFIC BELL VOLUME OF CUT- /O 8/0 CU FT V' F (619) 811 -5999 = . EROSION CONTROL AREA G C - .$ /SO SQ. FT• � AVERAGE UEPTi'/ OF CUT 2_/ Z � e. Cable TV - DIMENSION CABLE (619)943 -9000 1. In case emergency work is required, ccrtact MARK VOLUME OF F ILL - /2 7010 CU.FT �AV£R/IG£ hlE /G//7 OF F /LL /.7 Z 2. Contractor shall notify the City Engineer's BARTLETT at (619)275 -3038 OP, (619) 276 -0419 AREA OF FILL - 7,600 SQ. F7 W Q office 48 hours prior to beginning any work W on this project. Phone: (619) 944 -5070 2. Equipment and workers for emergency wcrk shall Z 3. The contractor shall give 24 hours notice be made available at all times during the rainy R U b b season. All necessary materials shall be NEW OLD on calls for inspection. Phone: (61 stockpiled on site at convenient locations to E rL' Z Z 5070. All work performed without beneefit fit I S W 0 of inspection will be subject to resection facilitate rapid construction of temporary devices when rain is eminent. and removal. COASTAL COMMISSION PERMIT 3. Devices shown on plans shall not be moved or WAIVER No. 922 modified without the approval of the Engineering 10 O' a F 20 0 m Inspector. 4.5 5.5' u 3 Z O !e W � a n -A X REMOVE N? H W n EXIST x Q W ai f+ Q Q 3 CV ECTIO N w a N x 2%6 � Y(AVE. w Z Cl) �` VICINITY MAP 4 " FCC. r ' A•C.ON 6 "CLU DZ NO SCALE 0 �D SIDEWALK A.B. MIN. 6 G CURB O �l,� L• } !l GUTTER OVER W Z CL II (n No 12103 W W e "' • TYPICAL SECTION JASON STREET Z X Z NOT TO SCALE 0 o O W � a- REVISIONS APPROVED DATE REFERENCES DATE MARK SCALE COMMUNITY DEVELOPMEM APPROVALS CITY OF ENCINI'TAS PUBLIC WORKS DEPARTMENT DRAWING N0. S.D CO. B.M. NO.O.C.143 HAS BEEN REVIEWED PLANS PREPARED UNDER SUPERVISION OF RECDMENDED AP OVED DESTROYED B.M. USED IS TOP OF. CURB "_ Zo ' //-8 I! BY: A w" BY: �AA R " N *FOR #AARM. It T PM. 89 -22 PC.R, ON HWY. 101 {JUPITER (SW COR.;EIEV HnRIZONTAL / BY: •+ !! DATE . T.P.M. 89- /Z2 IS FROM S. D. CO. DWG. C.G.2584 N/� /0 4k / R.C.E. NO.: Ina DATE: 10 -1 - 2 0 T 9499 -G I VERIFED IN FIELD. VERTICAL DATE: /� _ . DA � E: l O -4�� LEV.52.76 ENGINEER EXP. I2 -31 -!! AEa R.C.E. R.C.E. 7Ry14 WORK PROJECT No. SHEET ( OF 3 SR T, J. N. 89- 1032 I � 1 NOTE 4" VENTS ARE TO REMAIN FUNCTIONAL. a . WLYR /W ELY a 2 CONTRACTOR SHALL VERIFY IN FIELD AND 20 /W(s-7 OBTAIN ALL NECESSARY PERMITS e CLEARANCES /O /O' w O BLDG.L /AC IF ADJUSTMENTS ARE NEEDED. - F /N /SN GRADE �_ / x PROPOSED ALLEY w Ex /sr'G. /6vDG. (5 SC q�E / '_ /0 , 2 %M /N. %MAX. _ 2/. M //V. ( a 1 Z &4BARC� /6' "O.C. Ln aN Qo O I 2 3 4 5 R<TA /N /NG 2" N EX /ST6. F. F a AUEY CROSS SEC710�C 4 ' DWG. N 2 cr LETTER OF PERMISSION p � LETTER OF PERMISSION TO GRADE, x 1 TOpp GRADEAND BUILD d��� a4 BUILD WALL AND A.0 OVERLAY SECT /ON A A w Y0 3 BY�SUTT LYND DA HOA YS S O216 OTEVENSON� N u DATE: 2 -16-90 ��� QPO E NO SCALE a a � LETTER OF PERMISSION Q cO w P o O P ,� � y � O P - h �� O P o � TO GRADE AND BUILD DRIVE WAY Z MATCH EXISTING �� �FtP �} ti d �' ' BY: ALBERT i EVELINE LARTIGAU P�' ' F," CONC. \ ~ � z DATE 2 -14 -90 a g2 d i_WALL F.F. 1 (52.09) FF(52.25) 1� CURB MATCH E XISTING \ \ g30 FF(51.85) Brl 0 - WA LL J� 5�. S O I R T INING WALL PER EXISTG RP c GUY / w > a, � EXISTG. BLDG. S E A EXIS . TG. P. P. T 24997 15 ``� EXISTG. PP. JP 27492 \ ���A(0p 15 9 ��SS i A E XIST SEE NOTE) 52 D �' C-4 EXISTG. TELE. BOX P29996 L \ 1 C4. `y2 ��s b - ti 6 3A 5�3� 4 ° TYPE A DIKE `g2 �, �� } \ \ �� 3h ham. h ��. h� ♦ 2 ��' PER DWG-G-5 C I / A.C. OVERLAY AS \ - �p 1 0�' �,�J?01_ 4'�0 NEEDED FOR / � 0 / �i�' ALLEY (SEE NOTE) Ml r DRA NA _ \ Z' I 0 1 g0 o � : ALLEY��- . XIST� e S EWS �5?`_ /. T — N \ 5'(C''�'�� S � 2- s�3 Q %M/ 53. 5 3p A 5 3. N ��t� 1 a ro t \ \ 2 53 $ N /3° 42'53' W 001 X3.(0(° 63 2 59) � . , P A P ` AR G SPA _ PARKING SPACES \Q P OO� EN * * — v h..f;...P w--= - - N CE ;�I�. / 10 DEDICATION a•c yRE/ ' KIN � x - 'FENCE M MAP �. ,.:... a �.. LETTER OF PERMISSION 4 TO GRADE AND A.C.OVERLAY _ 6 \ BY: MS. MABLE OWENS r __ _ - -� - G.F 54.2 G.F54.2 m DATE: 2 -16 -90 0 1'Q Dil�li-2 = EXISTG. U) SLOPE n III _� F.F (53.27) GF 54. I 3T 1-- `0 D. O -7 G. S F. 54.4 EXISTG. x l w i- _ I l I w G I T �' \ Z �: � i 1 a = A.C. � \ � \ � W.M. W /AP- LL a cn fi \ � 5 5' F. F. 5 6.4 F. F. 5 6.4 5 5 I — — F OW QE(/ / / w i EXTENSION, OR 18 S / I FF.56.5 \ row , — r P E R .N/Q 4 6 , 10 12 / / W S6� w r, 4.5 5.5 � it x TOP OF GRATE ELEV. 2O' 5 ---- 1 I w / ►` Nw SHOWN ON PLAN —� FF.55.5 z I PARCEL i _ — -- — ° +- Z W 12 "x I2 PRECAST _ _ w �l N C ONCRETE DRAIN \\ ( GROSS AREA lUDO Sq.Ft I N aT� ' to k w JAJ c c PIPE SIZE O I A SS_- - / I h a m� 2% MIN SHOWN ON to / °� \ rnC) .: PLANS � u KNOCK OUT WALL n � ^9 MIN \ _ - - PROPOSED CURB, 3 P. C.C. BLOCK - Q• / Y J GUTTER E ° w FOOTING 56 • ; 5 WOODEN „ 9 y5 SIDE Z / FENCE - h� 5 WOODEN � PRIVATE CATCH DASIN 5�WOODEN 70DOUBLE6 FENCE / °� 5' WOODEN FENCE NOT TO SCALE \ FENCE V. 1.43cMIN. 9 �� I SEWCR LAT. \ — — — \ 1, F'�d• P 21501 O 5$ g0 2: SLOPE /EARTHEN S LEE 2.99'a �. x s — x -- x x � N75WZ � t — 2� O . 01 m �— x r * i O ' \ EARTHEN SWALE @ — 57� =C�+ ° _ -/ h � ti 0 0 i hQ vi a se -s Pv.c. I.8!° M1A4 — ° ti co 1.0% MIN. ti �'' h 0 -X 33 m i O X 0 3 �� % m PAVEMENT / a w 0 TRANS /T /ON EXISTG CH� 4 0 Cl -T\ FENCE / EXISTG 6' CH41N FEN 25 °9 20 20 co \ ' ' O� RS N4 (YELLOW) REFL X j / o d d q E T / \ 6 { PER STD. DWG M- 9� / \ 3 (TYP) A.C. -- �_ 3d�dag \ o P ° P " c ° ° e ° p MAP ° 0 P ° Jo S WAL E EARTH _..,_ r" /} Q Z /N//rG WA SL� w in N / 9 _ Q MATER�AL e -- CONC. WALKWAY a O N a 3� r"/ " "MAX = ° - _ Es CRUSHED AGGREGATE 4 'D /A. DRAIN a u. z \63 2 \ \ - -- — co fie+. 32, 0 = / a N w _ \ \ - LL uj /Z2 9 1 � � � SECT /ON 8 B X ° w = ��l /VIV NO SCALE ' � f ace i REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING N0. S.D. CO. B.M. NO. O.C. 143 HAS BEEN PLANS PREPARED UNDER SUPERVISION OF JUPITER RE COM ENDED AP 0 E TPM. 89.122 DESTROYED. IS TC. .) E n GRADING PLAN FOR PARCEL I T. PM. 89 -122 9499 -G ON HWY.101 a JUPITEE R (S W. CO R.) ELEV. HORIZONTAL I - 20 DATE ' II -8 -89 DY: C- BY: IS FROM. S.D. CO. DWG. C.G. 2584 ��2ce>I!t k° ���.� 5-//• 90R . 0 L E. NO.: 3210 _ VERIFIED IN FIELD. VERTICAL N/A ENGINEER DATE: DATE: IQ 1 - ELEV. =52.76 EXP. 12 -31 -92 R.C.E. R.C.E. L)MAIL— WORK PROJECT NO SHEET 2 OF 3 SK T J.N.89 -1032 r� WLY rP /W 20 ELY /Wov 4~ 1 28 rlmsN ORAOIE PROADSE'D ALLEY } w � JP S C4/- • j # = z y AtIAl I _ _ 2Y. MlN. Ex/sr'O. IgtttaG. a ly . }� /y � t O p}( 1 r/� P ' °� \ - C/d� /� d� �, *48AR6> /6 "QC. O i 2 3 4 5 RIETA/NiNG 2" tv p! /STG. f.f tow f Au EY C �aaxs sECrjw a PERMISSION 1 G' °� BUILD WA F N TO GRADE L P i O, ~~ A ND . OVERLAY SECT /0/V Y n LETTER OF PER B O AL GRAOE A O DA JOHZO�AL S S V ENSON NO SCALE YY UTT LYND TE DATE: 2 -16- 90 ` (l QP Q 3 g oo io ._ ...... ......_ `` _ .................. _ ....... .........�i —� — _ ` —:' n O � / �' G � ' . LETTER OF A PER MISS I ON UiLD DRIVE WAY T a e5 � 1 O TO GRADE NO 8 _ UJ z �� P}}'' ,,,` LMATCH EXISTING 4 �P ` - p� (� "__nn BY :ALBERT EVELINE LARTiGAU 6 P �y � dY`ptl .... ��` ''..� , \•� ^., .. WALL FF. 1(52.09) a t!/•A FF t52.25) I �0 `' t:.'1 •1t GATE 2 -14 -90 e, 11 i ' ° C RAC a fx \ i MATCH EXISTING- �. �� � 3� EF(51.05) �� w' WALL ��, �`� K' O EXIST13 BLDG �EXISTG. PP T 24997 EXISTt. PP 1 6VY 43 RETAINING WALL PER �5 v P29996 ~ S ' T, VENTS LUIG C-4 / EXIST 57L7. G. TELE. BOX ° Cyti ETG. P. 27492 _ ojlafi A 1S l5 � Sjs 6> r (TYP) 52 :33) R ..- — "- -..:. -k k .... k -._._ x ....... �S� .... XIS P 0 ro g y �' 4 ° TYPE A DIKE �0� gg�6 gg�� t 5i �� PER G- a? .1 b �' ALLEY (SEE NOTE) _ x ., ` dip , 0 \ .C'�e © �• �'' � a d`��o-`j' , 5 A. C. OVERLAY RI MI 4� \ 5� .I� !V �� _.._ ��� �� — r . ... ���t0 - . / \ \\ E•E•DED rOR DRAI�VA _ (h�_, _ 2 = Z - _ _ _ - ..... __........ 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FENCE l PROVIDE OPENING AT \ FENNr 70`DOfBL -" - ,�S SELt/CRLAT, ~ FENCE g 5 WOODEN FE CE LOCATIONS MARKED ON PLAN ► * ;\ ,\ i -p 0 V 5 .. Ll , E A 2: i SLOPC / EARTHEN S LE 0 2 9% ..._ - 6 •' _......_ _ ................ - - - - - -. . ____ 215.01' ,r 6 , r- ---• x....... x ... . ,� _ x _...... ti - '� '� NT3 � 4�'�V 225.01 �. � . ....... ._ � _ C EARTHEN SWALE , « c9 cv� B ^• \ 68 -6 P v. c,� 1,83(' M1 N `� N h I,O MIN. -- 0 �m _...._ rR ANSITION b. rxlsr` cl-IA Ih! �. FENCE f "� �- EX IST ° G 6` CHAIN FE f✓J �J t'l !J o - N4 (YELLOW) REncf S lh _ 6 ' AER STD. OR/ M° 9 _ trYP) _. A , C. _._._ - SOUTH dOd� • {1 PA iR L1 a, EA � - * - .� A P N 0,o 0 2 �' -A -3/ S WAL E E N Q _,__ _ 7A W __ _... __.._ ...... _._... - i PER C -4 ____.. FILTER_. , MATERIAL a. _ , rI•MAX CRUSHED " - 4'DIA. DRAW AGGREOA - 0 5 2.. W�` ai Ii. rrr - OL 3111103 _ T SECT /OM 8 A x ' LL NO 3CAL -C w REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT APPROVALS CITY OF ENCINITA RK PART NT DRAWING S.D. CO. R NO. O.C. 143 HAS GEEN PLANS PREPARED UNDER SUPERVISION OF RECOMMENDF APP OVED 1. T� ps'22 DESTROYED. B.M. USED IS T.C. PC.R. 11 -P -AY BY: BY: EROSION- CONTROL PLAN FOR PARCEL I 0.7� ON HWY.101 0 JUPITER (SW COR.) ELEV. HORIZONTAL I '� DATE : Sij T SO 22 9499 - ^ V IS FROM. S.D. CO. DWG• C.G. 2584 - �' R.CE. NO.: 321013 1• r1�1. IGG .7�7 VERIFIED IN FIELD. VERTICAL N/A ENONdE� DATE '�J�' -'L DATE: �O'�'1� EXP° 12 -31 -l2 R.C.E. R.C.E. WORK PROJECT NO SHEET 3 OF 37 E LEV. =3 , . SR T J.141.89-10x2