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1997-5212 G (Plans) 4 REGIONAL OR OLIVENHAIN MUNICIPAL p LEGEND WATER DISTRICT STD DWG SYMBOL GRADING ENGINEERS NOTES: WORK TO BE DONE (;FNFRAI � EXISTING PROPERTY LINE -- 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS 1. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR ENGINEER OR UNDER HIS /HER DIRECTION. HE /SHE SHALL OBSERVE AND TEST LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD PROPOSED STORM DRAIN DETAIL THIS SHEET THE EXCAVATION, PLACEMENT, AND COMPACTION OF FILLS AND BACKFILLS AND PROPOSED CHANGES TO THE PLANS MUST BE IN WRITING AN MUST BE APPROVED SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION COMPACTION OF TRENCHES. HE /SHE SHALL SUBMIT SOILS REPORTS AS REQUIRED BY THE PREPARER OF THESE PLANS. STANDARDS OF THE CITY OF ENCINITAS, THE SAN DIEGO AREA REGIONAL STANDARD PROPOSED CLEANOUT DETAIL THIS SHEET AND WILL EVALUATE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION DRAWINGS, AND THE OLIVENHAIN MUNICIPAL WATER DISTRICT STANDARD SPECIFICATIONS OF GRADING OPERATIONS, HE /SHE WILL VERIFY THAT OBSERVATIONS AND TESTS 2. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE AND STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE WERE MADE BY HIM /HER OR UNDER HIS /HER SUPERVISION AND THAT, IN HIS /HER RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COUiTH E OF APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. PROPOSED INLET DETAIL THIS SHEET OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL ERSONS AND WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINU SLY AND NOT BE » TOP OF CURB ELEVATION T.C. 195.20 EXCAVATIONS ARE ACCEPTABLE. LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTCTOR SHALL 2. THE SOILS THE SOILS REPORT TITLED, SOILS INVESTIGATION, SINGLE FAMILY DEFEND, INDEMNIFY, AND HOLD THE OWNER AND ENGINEER RMLESS FROM ANY RESIDENCE, VACANT LOT, NORTH SIDE OF LONE HILL ESTATES COURT, LONE HILLS 2 CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDED AND ALL LIABILITY, REAL OR ALLEGED, IN THE CONNECTION THE ESTATES, ENCINITAS CALIFORNIA ", PREPARED BY SOUTHLAND GEOTECHNICAL . GUTTER ELEVATION G. 194.70 POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE /SHE SHALL CONTROL PERFORMANCE OF WORK ON THIS PROPERTY, EXCEPTING FOR LIABILITY ARISING CONSULTANTS, DATED MAY 29, 1997 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE SURFACE WATER TO AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED FROM SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. FINISH GRADE ELEVATION F.G. 195.20 RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION FLOW LINE ELEVATION FL 195.20 OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND 3. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING, MAINTAINING, RELOCATING 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION EROSION CONTROL MEASURES HAVE BEEN INSTALLED. AND /OR REMOVAL OF EXISTING UTILITIES. AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT - GRATE ELEVATION GR. 195.00 4. CONTRACTOR SHALL REPLACE ALL DESTROYED OR DAMAGED SURFACE OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACES IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE IMPROVEMENTS WITH IMPROVEMENTS EQUAL OR SUPERIOR. CONJUNCTION WITH IMPROVEMENT PLANS. INVERT ELEVATION I.E. 193.20 FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE 5. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND FINISH FLOOR ELEVATION F.F. 189.00 EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND THEN COMPACTED STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR EXISTING ELEVATION (TC 195.20) TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS; HOWEVER, THE DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO WITH SPECIFICATIONS. CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT GRADING. SLOPES (2:1 MAX) CUT 7 ' FILL ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE W(�I SITE. IT IS 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO THE FINISH GRADE TO THE CONTRACTOR'S RESPONSIBILITY TO CONTACT UNDERGROUND SERVICE ALERT 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCHMARK WATER VALVE (PHONE: 1- 800 - 422 -4133) 48 HOURS IN ADVANCE OF ANY ( EXCAVATION FOR THE WHICH IS DISTURBED OR DESTROYED SHALL BE REESTABLISHED AND REPLACED BY ® PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTIONS. THE SLOPES OF MARK -OUT OF THE LOCATION OF UTILITIES AND NOTIFICATIONS OF A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS COMMENCEMENT OF WORK. BROW DITCH =Z> DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, CONDITION. ALL STONES, ROOTS AND OTHER WASTER MATTER EXPOSED ON 6. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED WHICH IS DISTURBED OR DESTROYED SHALL BE REESTABLISH D AND REPLACED STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES BY A REGISTERED CIVIL ENGINEER WHO IS ALLOWED TO PRACTICE SURVEYING 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. OR A LICENSED LAND SURVEYOR AND A CORNER RECORD OR RECORD OF SURVEY FILED AS REQUIRED BY THE LAND SURVEYOR'S ACT. FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. 5. ALL TREES, BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL SHALL BE AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE 7. CONTRACTOR WILL MAKE EXPLORATION EXCAVATIONS & LOCATE EXISTING g, NO GRADING OPERATIONS SHALL COMMENCE UNTIL PREGRADING MEETING HAS BEEN CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT SUITABLE FOR TRAFFIC NEAT FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF REVISIONS TO PLANS, IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT. CITY INSPECTOR, CIVIL ENGINEER, CAP LOADING WHEN IN PAVEMENT LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND LOCATION OF EXISTING FACILITIES. SOILS ENGINEER, GRADING CONTRACTOR AND PERMITT l). THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 8. LOCATION & ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE (619) 633 -2770. SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF 6. IN AREAS NOTED TO BE CLEARED AND GRUBBED, CONTRACTOR SHALL PROTECT NEW WORK. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION 6" P.V.C. RISER IN PLACE ALL IRRIGATION. ANY DAMAGE TO IRRIGATION SHALL BE REPAIRED AT CONTRACTOR'S COST. 9. BEFORE EXCAVATING FOR THIS CONTRACT, VERIFY LOCATION OF I NDERGROUND SITE WITHIN THIS PROJECT, THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL UTILITIES. THE EXISTENCE & LOCATION OF ANY UNDERGROUND I TILITY FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH COMPLY WITH ALL CONDI11ONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE _ TO BE USED OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO WITH REGARDS TO THE HAULING OPERATION. ON ALL HORZ. EROSION CONTROL OTHER EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. 10. CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE AND VERT. BENDS STANDARD 45' BEND 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT MIKE PELTZ 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO FINAL AT 452 -2828 (WORK) OR 944 -5653 (HOME). UTILITY LINES SHOWN HEREON &ANY OTHER EXISTING LINES NOT OF RECORD GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN AS- GRADED CERTIFICATION STANDARD WYE BRANCH OR NOT SHOWN ON THESE PLANS. SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 5212 G HAS BEEN 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN SDR 35 PVC PIPE, TYPICAL AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN." THIS STATEMENT SHALL BE FOLLOWED ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT ENVIRONMENTAL DATA: BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY 1, STEEPEST EXISTING NATURAL SLOPE ON -SITE = 117c FLOW _ FLOW DEVICES WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT 2. MAXIMUM VERTICAL DEPTH OF CUT = 6 FT NOTIFICATIONS THE APPROVAL OF THE ENGINEERING INSPECTOR. 3. MAXIMUM VERTICAL DEPTH OF FILL = 7 FT 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND CLEANOUT DETAIL (PRIVATE 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO 4. AVERAGE DEPTH OF CUT = 2.9' STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH 5. AVERAGE DEPTH OF FILL = 2.3' AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER, THE NO SCALE RUN -OFF PRODUCING RAINFALL. CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY EARTHWORK: SAN DIEGO GAS & ELECTRIC 127 _..- �.� 12» PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED CUT = 1500 C.Y. CABLE TV WATERS CREATE A HAZARDOUS CONDITION. FILL = 1500 C.Y. PACIFIC TELEPHONE 1- 800 -422 -4133 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING IMPORT /EXPORT = 0 C.Y. SEWER NDS 1212 PLAN SHALL BE INCORPORATED HEREON. WATER OR APPROVED 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO NDS 1223 EQUAL THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. OWNER'S CERTIFICATE BEGINNING ANY WORK ON THIS PROJECT. PHONE: (619) 633 -2770. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS PHONE: (619) 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION FORECAST EXCEEDS FORTY PERCENT (407.). SILT AND OTHER DEBRIS SHALL BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND WILL BE SUBJECT TO REJEC11ON AND REMOVAL. BE REMOVED AFTER EACH RAINFALL. ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDED EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO . DECLARATION OF RESPONSIBLE CHARGE: NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED I HEREBY DECLARE THAT I AM THE ENGINEER OR WORK FOR THIS PROJECT, THAT IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL - 6" P.V.C. RISER HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION. ATE: , , I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT SIG NA RE - AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONALS CODE, AND SOILS ENGINEER'S STATEMENT THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I, CHARLES R. CORBIN , A REGISTERED CIVIL ENGINEER OF THE STATE OF THE DESIGN IS CONSISTENT WITH CURRENT DESIGN STANDARDS. - STANDARD 45' BEND CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL LEGAL DESCRIPTION TO BE USED MECHANICS, HEREBY VERIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE ON ALL HORZ. PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN A PORTION OF PARCEL 2 OF PARCEL MAP NO 16913 CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS AND VERT. BENDS STANDARD WYE BRANCH THE DATES MAY 7, 1997 AND MAY 29, 1997. ONE COMPLETE COPY ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, SDR 35 PVC PIPE, TYPICAL HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND THEY CONFORM TO THE RECOMMENDATIONS NASLAND ENGINEERING INCLUDED IN THE SOILS REPORT FOR THIS PROJECT, AND HAVE BEEN INCORPORATED OFESS/O <o FLOW _ FLOW IN THE GRADING PLANS AND SPECIFICATIONS. � RStof�C O DNLE 4740 RUFFNER STREET SAN PHONEI (619)292- 61 )29 7770 Z F G SITE 39799 m S No. 36302 SIGNED: EXP. - 31 - 97 ��, * �' INLET DETAIL � � _ R.C.E. N0. 363 ��� a OfV11- �� 9X F 0 � V 1 �- �'. BY: _ _� °' -- -- -:_ - __ , DATE: 9 / LATIGO NO SCALE DATE: - 17 f � �� Ca�1Fc'� f"` QF CA` \F STEVEN D. NASLAND RCE 39799 ROW t2 97 / EXPIRES /213//97 FZA E HIL ENCINITAS FIRE DEPARTMENT OLIVENHAIN MUNICIPAL WATER DISTRICT CARDIFF SANITATION DISTRICT NASLAND ENGINEERING CIVIL ENGINEERING • SURVEYING • LAND PLANNING REVIEWED BY REVIEW BY: R MIED Y: 4740 Ruffner Street, San Diego, California, 92111. 619- 292 -7770 VICINITY MAP Q -0/ I �'� 9'19 - q7 NO SCALE DATE VAab Cot TUP* YMA" fC*^ DATE DATE REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE COMMUNITY DEVELOPMENT DEPT DESISDND BY DRA ATN BY CHECPTD BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. DESCRIPTION: COUNTY BENCH MARK OC 0073 r CHISEL SO. IN TOP OF HEADWALL REVIEW BY: PLANS PREPARED UNDER THE SUPERVISION OF RECOMMEN ED APP VED GRADING PLAN FOR LOCATION: AT SW CORNER EL CAMINO DEL NORTE HORIZONTAL 1 " =20' �' v' �- lq 5�t �'7 DATE: 9 /� BY: . C• BY: AND RANCHO SANTA FE RD. _ PELTZ RESIDENCE 5212 G CITY ENGINEER R.C.E. N0. 39799 ELEVATION: 119.476 VERTICAL NONE dz..� �____��� �' �9' �, TEVEN D. NASLAND DATE: 7 DATE: - PORTION OF PARCEL 2 P.M. NO. 16913 DATUM: U.S.C. & G.S. DATE EXP. 12/31/97 WORK PROJECT NO. SHEET 1 OF 2 NE JOR NO. 197 -122.1 S89 010 "E � OF 9L OPF SEMA ' 1 I : a. € Y 230. '47' i 4 � Q�� f 1 PVI STA = 12 +20 PVI ELEV = ,470.24 50.0 i VC P I STA - 11 +35 PVI ELEV 468.54 I , L - - - 0.00 VC 00 -- ,' 3 of /N. MACK 70 � N r-, . 4164 70p OF Ln ' j p A ��� x -_ o �r r- EXISTING CRADIf rn l `0 ° + + cp > > f {¢ Ae?i U U i + W W r' r PVI STA - 10 +20 w r� �✓ �. ]�] J Ir-�,� f� :J J A�� PVI ELEV = 458.10 v v _P , _P (0 L r� 5 0.0 0 VC m m x O N 1, 0 d O M P Ln U U L�J z 79 I.E. 475. + rn E r- 0 Oa% PROPOSED DRIVEWAY PROFILE 45 8 ' - » PV 4.. 25' - 6 \PVC U 4.4% ., / > _ � f , _._. G` X77.5 m m I.E. 47 3_0° M 477.0 ` PAD 477.2t`�" ` --.n,- '� _ 471 I.E. _ 474 1 7.3 0 c6 F 47 s, Ln N U O N 't DOIVEWAY PROFILE 1 FF�78.03 » i , 1 PAD 477.E \ �.. WAD MES G - -- -- f { ; 475 �/ y� VI E FG 477.0 I x EARTHEN SWALE (TYPICAL) 7 -1' LONG 6" 'FII,GH SiEPS _ - 2' WIDE, 1' DEEP WITH RAILING i..., O ° F 476 �.._.. r�_. s W I 4'74: --- �-- Y FG 6.7 I 8 v 8 9 FG 476.0 l �' _ __....� -- r� � 473 ,_... 476 p _ �.� 4" SEWER SERVICE U 2 ` \-, FG 476.5 ° / 2' _ 16' MIN. ' FG 476.0 75 I � r GEOTECHNICAL NG EER S RECOMMENDATION. 3» CLASS A.C. ON II BASE PER 1 FL 469 ti 470 '"F`•�� � y= �`� - -�� -� COMPACTED SUB -BASE v t SAN AGS(TY�� .� `� - -�� EROSION CONTROL PLAN NOTES: EARTHEN DITCH, 0.5' DEEP 20' - 8" PVC @ 2% 469.9 46 1. PROVIDE VELOCITY CHEC MSCONSTHE DRIVEWAY OF SAND TIMBER, IND I C ATED E LOW D RIVEWAY CROSS - SECTION VELOCITY CHECKDAMS M AY R _ EROSION RESISTANT MATERIALS APPROVED BY THE CITY ENGINEER. NO SCALE - CONC TE DITCH _ "� "� "�--�- � �� t` _' �� -� 1% TO 3% ONE ROW OF SANDBAGS AT 50 FOOT ONE ROW OF SANDBAGS AT 100 FOOT I INTERVALS �TERVALS � IN - SLOPE AREA I.E. 462.5 � � R� � "" l 3% TO 8% _ x INTERVALS ^ _ INTER 8% OR GREATER TWO ROWS OF SANDBAGS AT 5O FOOT EXISTING ��... -�, 6 EARTHEN 2. TEMPORARY BERMS SHALL BE CONSTRUCTED AT TOP OF SLOPES TO KEEP DRAINAGE AWAY BROW ` °' ��__ --"" 464 -� s / f � FROM SLOPES. DITCH A - f TS) - T. 4 r _ - 3. TEMPORARY EROSION CONTROL MEASURES SHALL CONSIST OF ONE ROW ' OF SAND BAGS I.E. 472.0 � `` ONE BAG HIGH, PLACED AT TOE OF ALL UNVEGETATED SLOPES. S �. € 1„ DOMESTIC oo WATER SERVICE 0° 4" SEWER SERVICE SEWER DATA TABLE WATER DATA TABLE DESID. BEARING LENGTH DESIG. BEARING /DELTA RADIUS LENGTH CONNECT 1z I.E. T EXIST. 00 ,.. x' CONC. �TC °�. t s GROW DITCH O N 00 °52'28" E 22.68' 0 08 184.00' 26.08' IN SOR r` `£ N 72 °15'09" E 69.28' N 20 °24'08 W i-- 230.8' ECT TO °4 �� �3 06 ;n co _-- _ EXIS ON N 20 °24 08 W 121. SEWER M H �XIST. E CON CT TO EXIST. " ° o RIM t 457.1 L> TERAL BROW DITCH �, f s' � � cr) (` ,I I.E_,447 (FL 459.0 Gj �,. JjJ of = 29.2 I XI WER � � 0 EXISTING THEN ` /` O' 'WE R EAS E CONNECT TO EXIST. CENTERLINE DATA TAKE of 09 J° LATE AL i W DITCH ° - ° P DOC. N - 343259 P � SANDBAGS(TYP) R 20 �� I,� �� =` w_._._. _ ATED -92- ' WATER METER DESIG. DELTA RADIUS LENGTH N DA CE SANDBAG ST. S EXI ti - cs, o �.:.�Q'`f E S EXIST. FIRE HYDRANT 57 °08 49 " D R I VE V�A"�' � �...` `- 8 �� `�--- ...-- --_..° THIS SHE ST, �� - \_ EWE �- °` ",. _ __� EXIST. WATER y © 89.0 88.77 o 7 0 - P - R _.. _ �a ° �6' _..__ '°` - �'- _.._....� ERVICE �� 05 FT N 86 °03'48" E -}-I -- 22,77' " 106.0 202,51' cn 109 °27 ' 37 EXIST. 8" PVC z WATER 12' \ 3 16' ,��0 12' • � Vv 16' H I = 56 °26'31 " - �p - ESS /Q �a s ESTAT R - 200.00 B U ER� N �E P RAY 4 NG IM P. DWG. 3475 1 w � NASLAND ENGINEERING S 3 _` � cn 39799 � TM 92 -101 TI' CIVIL ENGINEERING • SURVEYING • LAND PLANNING 'K EXP. - 31 - 97 32 PRIVATE ROAD �� �� 4740 Ruffner Street, San Diego, California, 92111. 619 -292 -7770 AND UTILITY EASEMENT q2' C I V 1 � CA REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE COMMUNITY DEVELOPMENT DEPT DESISDND BY DRAATNBY 7 = CHELPT BY APPR CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. REV16.= GRAbNG / -a DESCRIPTION: COUNTY BENCH MARK OC 0073 REVIEW BY PLANS PREPARED UNDER THE SUPERVISION. OF RECOM ENDED APP VED GRADING PLAN FOR: CHISEL S0. TOP OF HEADWALL D PELTZ RESIDENCE 5212 G LOCATION: AT SW CORNER E E DATE 1���L CAMINO DEL NORTE HORIZONTAL 1 " =20' : / BY: C • BY: Lj - AND RANCHO S ANTA FE RD. CITY ENGINEE ELEVATION: 119.476 VERTICAL NONE STEVEN D. NASLAND R.C.E. N0. 39799 DATE: - DATE: - PORTION OF PARCEL Z P.M. NO. 16913 DATUM: U.S.C. & G.S. DATE EXP. 12/31/97 WORK PROJECT NO. SHEET OF 2 NE JOB NO. 197 -122.1