Loading...
1997-4961 G (Plans) GRADING NOTES NOTIFICATIONS LEGEND LEGAL DESCRIPTION PARCEL 2 OF PM 16255. 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR S.D.R.S.D. A 257 - 011 - -25 CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ITEM NO. SYMBOL b STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM ON THESE PLANS, HOWEVER: SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY PROJECT BOUNDARY m SITEADDRESS LOT EAST AND ADJACENT TO 651 QUAIL GARDENS DRIVE =MEMO= MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES 2. THE SOILS REPORT TITLED "SOILS INVESTIGATION; PROPOSED LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S EXISTING PROPERTY LINES SINGLE - FAMILY RESIDENCE; LOT EAST OF 651 QUAIL GARDENS DRIVE RESPONSIBILITY TO CONTACT THE FOLLOWING RESPONSIBILITY TO ENCINITAS, CALIFORNIA " PREPARED BY SOUTHLAND GEOTECHNICAL CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR EXISTING CONTOURS - -` 5 - - - -- OWNEFWERMITTEE MR. JOHN CONOVER CONSULTANTS DATED DECEMBER 31, 1996, SHALL BE CONSIDERED AS A STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND P.O. BOX 230431 PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF PROPOSED CUT /FILL LINE n- -�i ENCINITAS, CA. 92023 -0431 ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS WORK: CONTAINED IN SAID REPORT, PROPOSED CONTOURS r2 A. SEWERS - ESD 633 -2770 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF PROPOSED SPOT ELEVATIONS 280,0 SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF B. GAS & ELECTRIC - (800) 422 -4133 IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS, SEPARATE PROPOSED GRAVEL BAGS APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN C. WATER - SDWD 633 -2848, CONJUNCTION WITH IMPROVEMENT PLANS. D. TELEPHONE (800) 422 -4133 PROPOSED EARTHEN BROW DITCH => ESnMAT C .Y. - 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE CUT 250 C.Y. GRADING. E. CABLE TV - (800) 422 -4133 PROPOSED 2:1 FILL SLOPE FILL 250 C.Y. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 PROPOSED 2:1 CUT SLOPE TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT, PROPOSED AC DRIVEWAY IMPORT 0 C.Y.* ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR PHONE: (619) 633 -2770. REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR PROPOSED DRAINAGE SCALE EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT'ANY MONUMENT OR INSPECTION. PHONE: (619) 633 -2770, ALL WORK PERFORMED ONLY. (CALCULATED ON A THEORETICAL BASIS, ACTUAL BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO PROPOSED BUILDING WALL(NOTA PART) QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS). ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER REJECTION AND REMOVAL. OR A LICENSED LAND SURVEYOR, 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL ENVIRONMENTAL NOTES: SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOILS ENGINEER'S CERTIFICATE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND 1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS 2Z FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND I, c- harIcs R. Corbin A REGISTERED CIVIL ENGINEER IN THE STATE OF (EXCLUDING AND EXISTING MAN MADE SLOPES) REGULATIONS. CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS _ ff, AND THE MAXIMUM B. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY VERTICAL HEIGHT OF FILL _� . MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE DIRECTION BETWEEN THE DATES 1 12. -q(, AND +2 -3i -9t ONE COMPLETE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7 :30 A.M. COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY 3. A.) AVERAGE DEPTH = VOLUME OF CUT (C.F.) NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY OF CUT AREA OF CUT (S.F.) ENGINEER, FURTHERMORE. I o B AVERAGE DEPTH = VOLUME OF FILL (C.F.) p► 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING HAVE REVIEWED THESE GRADING PLANS AND CERTIF - AT THE w ' 21 OF FILL AREA OF FILL (S.F.) J � MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE RECOMMENDATIONS INCLUDED IN THE SOILS REP B IS PROJECT HAVE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, BEEN INCORPORATED IN THE GRADING PLANS TIONS. 2' 1� GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN SIGNED: C.R.Cw6lr+ (F NG 138€i Ful EXIST. ADVANCE BY CALLING (619) 633 -2770. GROUND RCE NO.: 303o2 C EG 15& � CERTIFIED * � 20/o MqN 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY ENGINEERING _ 20 °� ° M PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE EXP. DATE: c4 -oo (0-9 ( p GEOLOGIST �eQ- •'cG/ S�o < A DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER � CA��FO F SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE DECLA 77ONOFRESPONSIBLECHARGE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION, I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT. SECTION B-13 SECTION A- A 11, UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE EARTHEN BROWDITCH BERM AT TOP OF FILL SLOPE PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS NTS NTS RELEASE OF SECURITY, AND AS- GRADED CERTIFICATION SHALL BE CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. O 0 J1 N Ln PROVIDED STATING: "THE GRADING UNDER PERMIT N0. N N " N E�tlD BE,t'M000AGlZAS L /NED OQA /(/AGE U /Z Cf! 4961 - HAS BEEN PERFORMED IN SUBSTANTIAL I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS �' x 3�,rZ /p -4AP E 14e O ISS /�191E CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT �,vsrA�L 3" THE ATTACHED AS- GRADED PLAN". THIS STATEMENT SHALL BE RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT APN 257 - 011 - 04 i� FlL r FA�iE,rz a :"46e1 C• Alo /,U 0_��CK u/ /k/ov��/ FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER DESIGN. WHO CERTIFIES SUCH GRADING OPERATION. N8 ' 2 W 281.51' / // �'�A DATE �- - /fni - D A T � V / 7 - w w �w� w w ,-� w r ��� •� � w��� w .� w w �� w �� w w �� w w +ter w w w a �w� w w -� w w 12. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED BY: ---- SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVE WAYNE PAS 1 R.C.E. AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS 29577 �o ED AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE 1 1 +1 f GRAS SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF O WNERS ' q 2 Q GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND 1 BEGIN p,QA /NE xif TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE / 1 CONSTRUCTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE \ 1 D 1 SOILS REPORTS AND THAT ALL EMBANKMENTS AND EXCAVATIONS OVER ALL GR I r F ACTIVITY AND ADVISE OF THE COMPACTION AND STAB , Y IYI F', THE SITE. � 1 �o � 2 � � I O ARE SUITABLE FOR THEIR INTENDED USE. Z� .� 1 ' `!- 1 SHALL PROPERLY GRADE ALL EXCAVATED - �C. 1 , <'- �' / to 13. THE CONTRACTOR 9 /, SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING - �' 1 279.896 0 2 L c� OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID SIGN�T RE 1 e ,tiW p ad= � DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE 1 39 N - R ESERVE z SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION JOHN CONOVER o \ wl �' 279.39 s ALTERNATIVE Q I / OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT P.O. BOX 230431 co �' I cn �`? 2 � HORIZONTAL I I DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN ENCINITAS, CA, 92023 -0431 w w N G F _ SEEPAGE PIT AREA SUBJECT TO l - o , / INUNDATION BY INSTALLED. � 00 280.89 � 100 YEAR FLOOD PER 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND EROSION CONTROL Q LEU D \ 12g�.0 Pad = g P U - 1 N 1 \ PM 16255 I FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD CADIA BLV O = 2 N SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT Q 1 �- C F c F.F. 2813 F \ 2 �, N c� ® ao I �► MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE JOHN CONOVER AT 481 5489. 1 \ Z_ a SITE �\ N �� SURFACE UPON WHICH THE F + i { 6 F COO 2 MIN ILL IS TO BE PLACED. LOOSE FILL r N 1 , o a 284.14 . g \ AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM N \ ° = 7n• �• NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE y ad ? = ��-- =� ui J \ AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL 7 Z UNION ST. _ ., A DEPTH OF 6 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT n� '` ` '� C�F 3 I \ PERCENT. IT SHALL, BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF ° t5Gn' ° J \ o ,a 26 TEMPORARY DEVICES WHEN RAIN IS IMMINENT. - 1 yL s �� 1 , C[IF ACCORDANCE WITH SPECIFICATIONS. �'\ w o NP i Il i #` \ I w o FINISH o 3, DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED 1 �6� W� e- F � � �, tD P I O Q 15. CUT AND FILL SLO ES S HALL BE CUT AND TRIMMED TO FIN WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR, n� O p 1 1 r�{ 1 m t= aEESrf}Nl7I,vG I N GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS ri r M a DEC0P_AT1VEWc9G - SECTIDNS. THE SLOPES OR EXCAVATLONS AND EMBANKMENTS 4 THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES v� QI o 80•g N /�t11 ©H I0 THE SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER �� o o , ±178' i G ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY AFTER EACH RUN OFF PRODUCING RAINFALL. ��D 1 �� 2.1 FL CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTED \ t_N o �' c0r C.' \ ,y_ = o EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE 5 THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL NITP 0 1 - � "f v �- RNP PL LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO w 1 _ o�� Q,� , _ ` �.. �1- j ON P ��s �, �4LL w0 /zK 11,J 774 A /z EA SHALL C� L /M /rc0 w OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES 1 ��• b 0/5P0 "'• NORPPGE \ T2UCT S 2 � GY,` E� I w ACCORDANCE WITH THE GRADING ORDINANCE. 12$�� ` �2 1 2 SEE WHICH MAY ARISE. VIC MA P _ \ Gt2 e9D /A/G 15 ALLOWED. COUA/TYOFSt9AI 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL N SCALE (286.0) PRI AR VERTICAL �� D IEGO OEPf12TMEA/T OI /,QO�/ME�t/TAe Z 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE I , �� HEALTr/ W /LL /A/SPECT D /SPOSAL ST SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF e PIT LOCATION \ �; s w NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO EXIST. PRIVATE ROAD & ` n O s O < THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT I m AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. UTILITY EASEMENT 1 u \ HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE PER PM 16255 i 1 PP_wCH \ ` FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF ° 7, ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED o� ° r• \ DIZAIAJ i DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND GRADING PLAN SHALL BE INCORPORATED HEREON. 0 A CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. -���� 2$ • N �' N o 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY :P- - , o WN HESS/ ��, EXIST. WATER - I o w (n p1 FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK C VO ON '�• 1 svC STUBS \ " z DAY, A. p !F - - - - - �`� LANDSCAPING c � ,9 'L - ` pRA/N PlP� _ _ '` { i ) V ERT ICA L w \ Z Cu o v 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE 1 Q 0 a 0 PRIVATE ROAD / _ l w _ - - " - --`�" w a 1 . ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN S� ® EXIST. EP 0 PIT LOCATION w w w w w 22890' o � xm WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %) SILT 11 j Ne.29577 PE DW 8047 -R �2 w _ _ o v rZZ CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. °C N 8 ° 42 4311E Ln ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. EXp.3/31/9�► 0 w s N ° incn 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE W W o AS BUILT 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR J'� C/V11. \@ --"�- - -�'- -'"' �N SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH 9T �•.•� � ";_•�_ 4 s �/1-� qJ OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15, PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 �®FCAb� ;-'�,��_ �i�' N C z �� ok OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE N WAYNE PASCO RCE 29577 DATE OF CALIFORNIA DEPARTMENT OF CONSERVATION 3 T DEVELOPMENT �,�� + 1 - REVISIONS APPROVED DATE REFERENCES DATE BENCE MARK SC AL E CO DE ELOPMEN 1 - - DESIGNED D _BY DR T S BY + - -- WAP CHECK - BY -- - AP PROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. HS T i 1 LOWER PAD P_ # _ R0458 ST q MONUMENT STA.21 +90.23 PLANS PREPARED UNDER THE SUPERVISION OF REDO MENC�Er_' APP ED GRADING PLAN FOR: ENCINITAS BLVD. 115' W. OF I NT. SEC. W/ AS BUILT - ---- � 1 iq�oll W. LAKE ST. & QUAIL GARDENS DR. H0RIZ0NAL __... 1 '__ 2 0 \_ D ATE: - � 2 ��_ BY: _ � ._ - -- B ----- - - - - -- � 4 961 RECORD FROM CO. OF SAN DIEGO DPW- "�'" 3 � � 7 _- -___L CONOVER RL:51DENCE - - -- - - -- -- -- - -- -- - R R. C . E . N 0 2 957 7 - -- - -- DATE: �• - ��4� DATE: �''�b EL.:146.28 DATUM: VERTICAL N� DATE AYNE PASCC PARCEL 2 OF PM 16255 EXP.. 3 -31 - OF 1 -- WORK PROJECT N0, SHEET 1 PE 717