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2002-7628 G (Plans)NoText NoText NoText WORK TO BE DONE B. NOTIFICATIONS LEGEND: S CALE A. GENERAL NOTES GRAPHIC S . r,, _ ; -:- - 1. THE s TE E A c R ITEM STD. D �'G. N4. SYMBOL EXI NC AN LO OF UNDERG 4 30 0 15 30 60 120 UTILITY PIPES AND STRUCTURES SHOWN ON THESE 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH `-" k PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE PROPERTY LINE - - THESE PLANS, THE STANDARD SPECIFICATIONS It jm pm w _ ,: _ RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE EXISTING CONTOUR LINE FOR PUBLIC WORKS CONSTRUCTION. THE DESIGN BAnaUITOS _ _�_ -. -�y ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS LAGOON ( IN FEET EXIST BERM - - AND THE SAN DIEGO AREA REGIONAL STANDARD "� - -'" - •�° THESE PLANS HOWEVER: 1 INCH = 30 FT ,� EXISTING SPOT ELEVATION DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM � � THE CONTRACTOR IS REQUIRED TO TAKE DUE 105 SHALL BE APPROVED BY THE CITY ENGINEER TA AVE- p �� p RGE,. - Y ° EXISTING SEWER MAIN -- -_- - - -_ _. K. �• �` _ -- PRECAUTIONARY MEASURES TO PROTECT ANY PRIOR TO ANY REQUEST FOR INSPECTION. a 15 ? - .0 p EXISTING UTILITIES OR STRUCTURES LOCATED EXISTING WATER MAIN - - u AT THE WORK SITE. IT IS THE CONTRACTOR'S 2. THE SOILS REPORT TITLED "PROPOSED FIVE -LOT PACIFIC EXISTING GAS MAIN - �fi.. - Ga's -- - RESIDENTIAL SUBDIVISION SITE, PROJECT NO. 02- 1147A2 P ° �9 : 6 _ RESPONSIBILITY TO CONTACT THE FOLLOWING PREPARED BY ALLIED EARTH TECHNOLOGY DATED ? / �,, OWNERS OF SAID UTILITIES OR STRUCTURES DAYLIGHT LINE -c C - 0 N c ►� °" PRIOR TO ANY EXCAVATION, FOR VERIFICATION PROPOSED SPOT ELEVATION OCTOBER 25 2002, SHALL BE CONSIDERED AS A PART �'\ = AND LOCATION OF UTILITIES AND X 105 OF THIS GRADING PLAN. ALL GRADING SHALL BE a� a� 6� 0 �- y f�� K y f �� \ `rt - - ONE IN ACCORDANCE WITH THE RECOMMENDATIONS � � (j .� � ��s� �� \ " \S� � � „� NOTIFICATION OF COMMENCEMENT OF WORK: R/W LINE DONE � �o � X P ULTIMATE R/W AND SPECIFICATIONS CONTAINED IN SAID REPORT. w w H 760 f < E \�1EW w a. SEWERS LEUCADIA WATER DISTRICT PROPOSED WATER W N R R/ P PROPOSED SEWER MAIN S-11 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE .�° �,P / �` - -� .� �'° �� . gE M _ ( ) 753 -0155 - S S APPROVAL OF SIZES, LOCATION AND TYPE OF �k. 9'�c�� y y4 EX \S b. GAS &ELECTRIC - SGGdcE - 1- 800 -422 4133 DRAINAGE FACILITIES, C V 3 <� <� PROPOSED MANHOLE S -3,4,5 NOR OF IMPROVEMENTS �'�- �- r $ �, c. WATER -SAN DIEGUITO WATER DISTRICT - WITHIN STREET RIGHT -OF -WAYS. SEPARATE Q -�® 1 -7fi0- 635 -2705 PROPOSED FH W- 10,11 - -$ APPROVALS AND PERMITS FOR THESE SHALL BE BER �- Rs % d. TELEPHONE - PACIFIC BELL - REQUIRED IN CONJUNCTION WITH IMPROVEMENT VI� y� \S� `" p R f `'' - PROPOSED FLOW LINE PLANS. NO SCALE° ' 1- 800 - 489 -3441 NO PARKING FIRE LANE SIGN LOCATIONS TO BE e. CABLE N - DIMENSION CABLE - 471 -9000 PROPOSED AC PAVING gE ,EX \S��p R APPROVED BY FIRE DEPT. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR �� J0 SRS OFF -SITE GRADING. 0� WPB �,\\ ME ��p 4 X5 �� I C 2 Ep �"' o y i 2. CONTRACTOR SHALL NOTIFY THE CITY ENGIN ANY OFF -S! EER'S PROPOSED GRASSY SWALE OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS NOT TO BE MODIFIED WITHOUT PERMIT REQUIRED TO PROTECT ADJACENT PROPERTIES y 1 `n 5 �t.'�� P ic " -1 L w R �� pONg ��i '.` ON THIS PROJECT. PHONE: (760) 633 -2770 FROM CITY OF ENCINITAS DURING GRADING OPERATIONS. ANYTHING DAMAGED OR 9 �. �\ GP. Q �`` -.� 6a y� 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON DESTROYED SHALL BE REPLACED OR REPAIRED TO \ . ��' ,; S' , Gj /i � ° CALLS FOR INSPECTION PHONE: (760) 633 -2770 CONDITION EXISTING PRIOR TO GRADING. % fi ' ` 6 P - ��'� O " " SIGN 'L , \ �' ALL WORK PERFORMED WITHOUT BENEFIT OF NO PARKING FIRE LANE "" �� INSPECTION WILL BE SUBJECT TO REJECTION AND 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY -; %�'f 4.'� 2 N D�� . O L T TRENCH RESURFACING PER CITY��s 11 MONUMENT OR BENCH MARK WHICH IS DISTURBED � �� REMOVAL. OR DESTROYED SHALL BE RE- ESTABLISHED AND _ E �\51 - �?`�' % EN�\s'' =5�• �s. �`� \ \ pE C GRADING NOTES of ENCINITAS STANDARDS REPLACED BY A REGISTERED CIVIL ENGINEER ��C��/ R,- ��' • OR A LICENSED LAND SURVEYOR. :P' ,�' i `'�� j � �+' 5• Off` REMAINDER �- LPN pRE NO �� - �$ \ PARCEL \ 0- S\NG \ INFO P•1G / 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND _ ``;'' `,, ✓, �� ' �� 59 \ G EtPSt EP P \\•1� �g�P\ G \ N \BP A QUALIFIED SOILS ENGINEER OR UNDER HIS MAINTAIN ALL SAFETY DEVICES. INCLUDING o =' �r`'� , y �� i�� i� / Q \ EQ ' (�' G p,� s p, L� M pVA pE �' / DIRECTION. HE SHALL OBSERVE AND TEST THE SHORING, AND SHALL BE RESPONSIBLE FOR �'� { S as \ j RpPQ \NORM PF` �0 ��E G\ / EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND CONFORMING TO ALL LOCAL, STATE AND FEDERAL G�' i 63 P'.3 EXISTING EENHOUSE w / PG' �`b� � �O DS O \F �ON' / SHALB SOI A REQUNRED AND E SAFETY AND HEALTH STA LAWS AND F' ,- TO BE EMO \ fi.b OZ \� `j` \p N PERM WILL DETERMINE THE SUITABILITY OF ANY FILL REGULATIONS. `1- Flu- CUB 5� X \ ` / MATERIAL. UPON COMPLETION OF GRADING / �' �� r � �� OPERATIONS HE SHALL STATE THAT OBSERVATIONS 8. GRADING AND EQUIPMENT OPERATING WITHIN •5 i PAR i 6p' .� \ AND TESTS WERE MADE BY HIM OR UNDER HIS ONE -HALF (1/2) MILE OF A STRUCTURE FOR \� 'PAD =60.7 HUMAN OCCUPANCY SHALL NOT BE CONDUCTED _ +' �'� � � � ��'� • ,�� ; \ % ,� 5p � \ r �� ° ��' o O `'4 SUPERVISION AND THAT IN HIS OPINION, ALL SOILS ENGI:NfEER , S CERTIFICATE EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. s , t �� a ��'' �� j I ROBERT CHAN A REGISTERED GEOLOGIST ENGINEER IN NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED THE STATE OF CALIFORNIA, PRINCIPALLY DOING \' \ ;� \ �, r= \�s _ IN GENERAL ACCORDANCE WITH THE APPROVED HOLIDAYS. �. i ' \AA' S i� ��' �� # '� \ �,e.- ` GRADING PLANS ANG THAT ALL EMBANKMENTS AND BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS S6 �� G - 'b , <\ EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. ' 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A CUT & FIIZ �i Q�� 1'� `O x HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE PREGRADING MEETING HAS BEEN HELD ONSITE WITH THE QUANTITIES: 55� a te' P�4� ��' y ' \, \ , 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS .1fcA• �� t EXCAVATED SURFACES TO PROVIDE POSITIVE MADE BY ME OR UNDER MY DIRECTION BETWEEN THE FOLLOWING PEOPLE PRESENT. CITY INSPECTOR, CIVIL Q rN , �,� ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND TOTAL FILL = 400 CY ,6 rNZ \ \Q� ��A 6 n `- DRAINAGE AND PREVENT PONDING OF WATER. HE DATES ot-T 4 Loos. AND oo'r. ' ! PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED TOTAL CUT = 400 CY � SHALL CONTROL SURFACE WATER AND AVOID DAMAGE -. r R, 25 R EN �, ONE COMPLETE COPY OF THE SOIL REPORT COMPILED X r SEO G op TO ADJOINING PROPERTIES OR TO FINISHED WORK FROM THIS STUDY WITH MY RECOMMENDATIONS HAS WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY IMPORT AMT. = 0 CY 1 r' pP S EP ' S \ 11 - , � hb to ON THE SITE AND SHALL TAKE REMEDIAL MEASURES CALLING 619 633 -2770 pR GE \ \\ 1• v O BEEN SUBMITTED TO THE OFFICE OF THE CITY ( ) i' r- v.., '�� O ` ti TO PREVENT EROSION OF FRESHLY GRADED AREAS ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE EARTHWORK QUANTITIES ARE APPROXIMATE � � i g uG 0 5. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO .�pV' Pv % `z / \. �' 0 • i ' UNTIL SUCH TIME AS PERMANENT DRAINAGE AND GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS AND TO BE USED FOR PERMIT PURPOSES ONLY. S p. ry 9 ' ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT - \� PARLtL 2 f w ," EROSION CONTROL MEASURES HAVE BEEN INSTALLED. INCLUDED IN THE SOILS REPORT FOR THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL ACTUAL QUANTITIES MAY VARY DUE �\Q, ! N o 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO HAVE BEEN INCO TO SHRINKAGE & SWELL FACTORS. g " ,.� ` oo. ATED E GRADING PLANS AND FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. E MIN. DEEP SWALF, PAD-62.5 - \ . 1 SPEC!�TCAI THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND G OTEXTILE, PYRAMA I'` II "• / 5� . �� BE FILLED AND FILL SHALL BE PLACED IN T ��ts�py REQUIREMENTS THE CITY ENGINEER MAY IMPOSE AVERAGE DEPTH OF CUT BY S TTITHETIC INDUSTRIES �J. / s ( 'N� ACCORDANCE WITH STANDARD SPECIFICATIONS ALL �� ogERT c � OR EQUAL v �, I .��p�0 \ VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SIGNED Z REGARDS TO THE HAULING OPERATION. 10.800 C.F. = 0.2 FT. ° \ SHALL BE REMOVED BY THE CONTRACTOR FROM THE W No C -24613 R+ 48,000 S.F. >> �� k SURFACE UPON WHICH THE FILL IS TO BE PLACED. RCE N °` Ex 1213110 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING � � � ,£G PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND/OR 2 LOOSE FILL AND ALLUVIAL SOILS SHALL BE EXP S f�'6 ACCESS SEMENT ' �� \' . DATE: p 5 / AVERAGE DEPTH OF FILL 6.0' E 6.0 12I?>; t IQ3 FINAL RELEASE OF SECURITY, AN AS- GRADED o \�� - -- i�, S ,� \ / REMOVED TO SUITABLE FIRM NATURAL GROUND. THE �talF OF crvlt • = 0.3 FT. FOR PROFILE, SEE t 6 5 �' \ EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH CAOF CERTIFICATION SHALL BE PROVIDED STATING: THE 10.800 C.F. SEWER & IATER PLAN I "� x 627} - � � �? it �� ! ALLIED EARTH TEGNOLOGY GRADING UNDER PERMIT N0. 7628 -G HAS BEEN 35,000 S.F. o �� \ � OF 6 INCHES AND THEN COMPACED TO A MINIMUM OF 90 ��7 �► ` , �,`� Xx. PERCENT. IT SHALL BE THE CONTRACTOR'S P.O.BOX 1932 EL CAJON, CALIFORNIA 92022 -1932 PERFORMED IN SUBSTANTIAL CONFORMANCE WITH MAX. VERT. CUT = 2.9 I %��' - `\ RESPONSIBILITY H PLACE SPREAD WATER AND PH. (619) 447-4747 APPROVED GRADING PLAN OR AS SHOWN ON THE MAX. VERT, FILL = 1.5 I I f � 1 % %' �� '�` �o PROJECT N0. 02- 1147A2 " 2� 29 ; _�� 6'S:� 1 -�� y� X S � \'� COMPACT THE FILL IN STRICT ACCORDANCE WITH ATTACHED AS- GRADED PLAN THIS STATEMENT i _ �� -� • ,o 6 �6�o y 1 63,2 PARCEL 4 `'\ SPECIFICATIONS. SHALL BE FOLLOWED BY THE DATE AND SIGNATURE STEEPEST EXISTING �, Z\ ,-y / OF THE CIVIL ENGINEER WHO CERTIFIES SUCH NATURAL SLOPE ON- SITE 890 - ' FG R� N�'N �� ^ I PAD =65.0 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED GRADING OPERATION. » . TO FINISH GRADE TO PRODUCE SMOOTH SURFACES 12 CONCRETE CUT -OFF WALL 03 ` / AND UNIFORM CROSS SECTIONS. THE SLOPES OF OWNERS CERTIFICATE PROPOSED \r " I \ \ EX AND EMBANKMENTS SHALL BE SHAPED B FLUSH WITH OWNER: (CURPAVEMENT) WATER SERVICE \ r � 4•C \ OWNER & SUBDIVIDER PROPOSED MIN. 6" 11 I 1 PL O D WORK TRIMMED AND LEFT AND -- PROPOSED 8 CLASS it BASE, M IN. 0 \ °� �,`� 6 ENGINEER G NE R N A N I HEBERY CERTIFY THAT A REGISTERED SOILS ENGENEER OR JOSE LUIS ISLAS PVC SEWER SERVICES 3" A.C. AND T.I. 5.5 MIN. -; EXIS�N GRE N ORDERLY CONDITION. ALL STONES, ROOTS AND GEOLOGIST HAS BEEN CR WILL BE RETAINED TO SUPERVISE 3833 NOBEL DR. DEPT. # 3109 0 T� RE ID Y � �� 6� 2 OTHER WASTE MATTER EXPOSED OR EXCAVATION OR PAD =64.3 OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION SAN DIEGO, CA. 92122 TYP PRIVATE DRIVE SECTION x �` 6 EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME PH: 858- 587 -9095 �\ LOOSENED SHALL BE REMOVED AND DISPOSED OF ` AND STABILITY OF THE TE. t �� . Nu TO ��ALf= � � PARCEL � � - ��s \ �� 64 ``erg >••'64 THE TOE AND TOP OF ALL SLOPES SHALL BE SITE ADDRESS 25' FSB(TYP) ?� \ ?� � F-.�_ }C ROUNDED IN ACCORDANCE WITH THE GRADING I -� �. 1 MIN ORDINANCE. .3 'Z 03 235 LA COSTA AVENUE 25 ACCESS EASEMENT 5.0 20.0 \ �� I \ 66 6.0 '� ALL TREES, BRUSH, GRASS, AND OTHER 0 R JOSE LUIS ISLAS DATE ENCINITAS, CA 92024 \\� � �. ,\� �, OBJECTIONABLE TI MATERIAL SHALL BE COLLECTED & " MIN. DEEP SWALE FOR PR i � � � 011%4.1 g * o Q FILE X ILED OR OTHERWISE DISPOSED OF OFF THE S ASSESSOR'S PARCEL NO.: GEOTEXTILE, PYRAMAT SEWER & WATER FS ELEVATION R PLAN I I S P N I W I ✓'� i �1� Y THE CONTRACTOR SO AS TO LEAVE THE AR S DECLARATION OF RESPONSIBLE CHARGE BY SYNTHETIC INDUSTRIES I ( �1PRIE5 VARIES PAD ELEV -! �( L AT HAVE BEEN CLEARED WITH A NEAT AND I Z0 5� �� / \ G i HEREBY DECLARE THAT i AM THE ENGINEER OF WORK OR APN: 216 052 27 �_ 2 2 I 10� °::< 5� 64 5• * $ p (SHED APPEARANCE FREE FROM UNSIGHTLY FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE #6 •� RIS. APPROVAL OF LOCATION OF DEBRIS FILL CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED LEGAL DESCRIPTIO - i o \ SH L BE SECURED FROM THE SOILS ENGINEER AND IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS D N PROPOSED MIN. �6 �� 1 � b5 - 1 CI NGINEER PRIOR TO THE DIPOSAL OF AN ► CODE AND THAT THE DESIGN IS CONSISTANT WITH CLASS II BASE, MIN. PROPOSED 16 AC b 5- SU MATERIAL. CURRENT STANDARDS. A PORTION OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF THE SOUTHWEST 3" A.C. AND T.I. 5.5 MIN. PAVING DRIVEWAY UN CHEC P RO J ECT QUARTER OF SECTION 33, TOWNSHIP 12 SOUTH, RANGE 4 WEST, SAN BERNARDINO TW DRIVEIIAY SECTION D. LANDSCAPING AND SPECIFICATIONS BY THE CITYOFJ DRAWINGS ENCINITAS IS MERIDAN, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, NOT TO SCALE / CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ACCORDING TO OFFICIAL PLAT THEREOF. SSI ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS APPROVED BY THE CITY ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES Giu �, � ENGINEER. PLANS SHALL CONFORM TO THE CITY OF FOR PROJECT D SIGN. ENCINITAS FIRE DEPARTMENT SAN DIEGUITO WATER DISTRICT LEUCADIA W{�� T i ENCINITAS GRADING ORDINANCE AND ALL ADOPTED REVIEWED BY: REVIEWED BY: REVIEWED BY: > m LANDSCAPE AND IRRIGATION STANDARDS. �r No. C -35373 rn BY: VIC OR RODRI Z- FERNANDEZ DATE: EXP. 9 -30 -2003 2. FINISH GRADING AND PLANTING SHALL BE 4901 MORENA BLVD. # 409 • � 3i 03 J'�q ACCOMPLISED ON ALL SLOPES PRIOR TO OCTOBER 1 SAN DIEGO, CA., 92117 01 Z a �. C1N11. ��\P OR IMMEDIATELY ELY UPON COMPLETION OF ANY SLOPES (858) 967 -5693 / Q3 7 3 LG4, S� DAIS: F OF CAL \� GRADED BETWEEN OCTOBER 1 AND APRIL 15. FAX #: (858) 581 -6138 SI fTE EXtIRES 2 YEARS FROM DATE SIGNATURE EXPIRES 2 YEARS FROM DATE DESlr�t4ED B r DRAWN BY I CHECKED BY APPROVALS CITY 0 1F' ErTcIl -zIrAs ENGINEERING DEPARTMENT DRAWING NO. REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT VR GRM I VRF REVIEWED BY PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP 0VED GRADING PLAN FOR: FOUND STD. ST. MON. HORIZONTAL 1 "= 30' 1 7628_G W /3" BRASS DISC MARKED "CITY OF CARLSBAD AERIAL I BY: BY: 235 LA COSTA BLVD CONTROL LS 4324 VERTICAL N A / CITY ENGINEER 3 1 /'�� 3 - DATE: 4 2ni v 3 DATE: ELEVATION: 24.20 DATE: NoText