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2001-6972 G (Plans) WORK TO BE DONE OWNER'S CERTIFICATE LEGEND GRADING NOTES 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISHED GRADE TO PRODUCE I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR DESCRIPTION DWG.NO. SYMBOL A. GENERAL SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS AND GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER -ALL EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS THIS SITE. SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE /� CUT STANDARDS OF THE CITY OF ENCINITAS, AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS, ANY CHANGES OR RMSIONS THEREFROM SHALL BE APPROVED AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ( 7 �l PROPOSED CUT OR FILL SLOPE (2:1 MAX.) FILL ORDINANCE. � BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. STEPHEN H. DAWE (OWNER) DATE DAYLIGHT LINE FILL CUT 2. THE SOILS - REPORT TITLED UPDATED GEOTECHNICAL INVESTIGATION. PROPOSED 5. ALL TREES BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, THE WOODSON GROUP LLC _3 4 UNIT RESIDENTIAL DEVELOPMENT. SAN DIEGO COUNTY ASSESSOR'S PARCEL PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE 12520 HIGH BLUFF DRIVE, SUITE 240 EXIST. CONTOUR NUMBER 258 - 140 -78 ENCINITAS, CALIFORNIA PREPARED BY CONSTRUCTION THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE SAN DIEGO, CALIFORNIA 92029 - 3 TESTING do ENGINEERING INC. DATED JANUARY 26, 2000 SHALL BE CONSIDERED FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED PH. (858) 59 -4626 PROPOSED CONTOUR 301 AS A PART OF THIS PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED INSAID REPORT. MATERIAL. PROPOSED TOP OF GRATE ELEVATION 300.00 TG � 0 0.00 �� 1 0 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES LOCATION AND ANTHONY G. CASSOLAT OWNER DATE P ROPOSED SPOT ELEVATION 0 TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT-OF-WAYS. D LANDSCAPING ( SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION THE WOODSON GROUP LLC HIGH POINT 300.00 WITH IMPROVEMENT PLANS. 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS 12520 HIGH BLUFF DRIVE, SUITE 240 HP THE CITY F ENCINITAS 4 WRITTEN PERMISSION HALL BE OBTAINED FOR ANY OFF SITE GRADING. APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO E C 0 E TTTEN ER S SAN DIEGO, CALIFORNIA 92029 GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. LOT LINES ON ALL SLOPES PRIOR TO PH. (858) 259 -4626 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ADJACE NT IN OPERATIONS. ANYININ R OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED BETWEEN RETAINING WALL (TYPE C -4) PROPERTIES D URING GRADING G DAMAGED 0 DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO OCTOBER 1 AND APRIL 15. GRADING. SOILS ENGINEER'S CERTIFICATE DIRECTION OF FLOW -- 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK PROPOSED 1 WATER SERVICE AS PER W -1 W WHICH IS DISTURBED OR DESTROYED SHALL BE REESTABLISHED AND REPLACED BY E. EROSION CONTROL I, RODNEY D. BALLARD A REGISTERED GEOTECHNICAL ENGINEER IN THE STATE OF A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. PROPOSED SEWER LATERAL AS PER STD S -13 S CALIFORNIA ,PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, 1. IN CASE EMERGENCY WORK IS REQUIRED,CONTACT ANTHONY G. CASSOLATO HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN PROPOSED STORM DRAIN PIPE INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFIRMING TO ALL LOCAL, PH. NO. (619) 823 -3602. 24 HOURS NO ANS. MACHINE. THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES DEC -10 AND STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAW AND REGULATIONS. DEC- 23, 1998, ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, GRAVEL BAG 0000 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FOR HUMAN OCCUPANCY SHALL NOT WI CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. INCORPORATED IN THE GRADING PLANS AND THE SPECIFICATIONS. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE GRADING MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT : CITY INSPECTOR, CIVIL ENGINEER, 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE GRADE MEETING OF THE ENGINEERING INSPECTOR. SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING SIGNED: /� ENVIRONMEN'T'AL REVIEW NOTES (760) 633 -2770. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER z>3&-cj TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING �� n 1. EARTHWORK QUANTITIES 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED RAINFALL. �" ` CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND G.E. NO. 2173 ° � � �, RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE `� t /04 3 v �' CUT 43 DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR DATE: � t3 d EXNo � IMPORT 5657 CY FI LL : 5700 CY No .217 217 ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. � 0 � c • U / 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO � t N r 11 U PON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO LICENSE EXPIRATION DATE: 06 �,� ECN FINAL GRADING APPROVAL AND/OR FINAL RELEASE OF SECURITY, AN AS - GRADED �OF CA1-� 2. STEEPEST EXISTING SLOPE WHERE THE PROPOSED GRADING IS TO OCCUR IS 11% CERTIFICATION SHALL BE PROVIDED STATING : `THE GRADING UNDER PERMIT NO. 6922 - PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A JOB NO. 10 -2854 3. MAXIMUM VERTICAL DEPTH OF CUT : 1 FEET HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING HAZARDOUS CONDITION. PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL MAXIMUM VERTICAL HEIGHT OF FILL 5 FEET BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL SUCH GRADING OPERATION. BE INCORPORATED HEREON. 4. VOLUME OF CUT 1161 CU. FT. = 0.72 FT. AVERAGE DEPTH OF CUT B. NOTIFICATIONS AREA OF CUT 1610 SQ. FT. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF " VOLUME OF FILL 153900 CU. FT. 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SLOPE AT THE CONCLUSION OF EACH WORK DAY DECLARATION OF RESPONSIBLE CHARGE = 2 .34 FT. AVERAGE DEPTH OF FILL SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO AREA OF FILL 65900 SQ. FT. THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I L ON THIS PLANS, HOWEVER 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE PERCENT (40�). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL CONSISTENT WITH CURRENT STANDARDS. CONSTRUCTION NOTES CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRATE. CITY OF ENCINITAS DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY ESS/ UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK 1 TO BE CONSTRUCTED SEWER (CARDIFF SANITATION DISTRICT) 1 -800- 422 -4133 11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE RESPONSIBILITIES FOR PROJECT DESIGN. * s A DRIVEWAY AS PER STD G -14A (WIDTH SHOWN IN THE PLAN) � q PER DWG. 6972 -I SAN DIEGO GAS AND ELECTRIC 1 -800- 422 -4133 OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE FIRM: CONSTRUCTION TESTING do ENGINEERING WATER (SAN DIEGUITO WATER DISTRICT) 1 -800- 422 -4133 STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF 2414 VINEYARD AVE, SUITE G �, ° 2O 3 PVC SIDEWALK UNDERDRAIN AS PER STD D -27 TO BE CONSTRUCTED PACIFIC BELL 1 -800- 422 -4133 THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, ADDRESS: No. 040182 PER DWG. 6972 -1 ° STATE OF CALIFORNIA ESCONDIDO CA 92029 CABLE TV (DIMENSION CABLE SERVICES) 1 -800- 422 -4133 Cam, STATE: /30/02 '` 3O NOT USED 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO F. HYDROSEED TELEPHO (760)746 -4955 o i CA 1� Li BEGINNING ANY WORK ON THIS PROJECT. PHONE : (760) 633 -2770 1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO BY: DATE: O NOT USED 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON THE CALLS FOR INSPECTION. PHONE VERTICAL) OR STEEPER WHEN THEY ARE: HOMAS ANTHONY GAETO Q (760) 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE O 12"X12" AREA DRAIN AS PER THIS PLAN in SUBJECT TO REJECTION AND REMOVAL a. THREE FEET OR MORE IN HEIGHT IN FILL AREAS. R.C.E. NO.: 040182 O LO REGIS EXPIRATION DATE: 09 -30 -02 6 TYPE 3 RETAINING WALL AS PER STD C -3 C. GRADING b. 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS SLOPE IS NOT SUBJECT TO JOB NO.10 -2854C 7 TYPE 4 RETAINING WALL AS PER STD C -4 EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE MATERIAL AS APPROVED BY Q 1. ALL THE GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR THE CITY ENGINEER. UNDER HIS DIRECTION. HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT O PROPOSED 1 WATER SERVICE AS PER W -1 PER DWG. 6972 -1 0 AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR SUBMIT SOILS REPORTS AS REQUIRED AND DETERMINE THE SUITABILITY OF ANY THE GROWTH OF THE HYDROSEEDED GROWTH. `l FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT SO PROPOSED SEWER LATERAL AS PER STD S -13 PER DWG. 6972 -I s INSPECTIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: a HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE c WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: N ° ARE ACCEPTABLE FOR THEIR INTENDED USE. a. TRACK WALKING SLOPES STEEPER THAN 6:1. rn b. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM " a " ABOVE. (ULTIMATE R/W) 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE 2 CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: R ( ULTIMATE R/W) R/W (EXISTING) m U . POSITIVE D RAINAGE AND PREVENT PONDING OF WATER. HE /SHE SHALL CONTROL SURFACE a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT 25 17 - r WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE SATURATED SEED BED ENCINITAS SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED 10' 3' 12' 12' ° AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES b. THE ADDITION OF SOIL AMENDMENTS, ph ADJUSTMENT, LEACHING OR o HAVE BEEN INSTALLED. COVERING SALINE SOILS TO PROVIDE VIABLE CONDITION OF GROWTH. 1' ClN1T 0� ��n zo HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE 5' 1' EX BERM AS y BLVD o 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE (TO REMAIN) mi l' u' PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE SAWCUT LSE � w OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED. D UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE 4' P.C.C. SIDEWALK - ±2% (EX.) ?� 2% - ewe war SITE ui REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE (PROPOSED) oayw < SCARIFIED TO A DEPTH OF 6" AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. - IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. o' c � 49 ���y TYPE G -2 GRINDING LINE > Lij A. F� CURB & GUTTER S 8g 8 W ,? O 9 EX BERM LEGAL DESCRIPTION a c Exp. 9- Rte) * RCE C 040182 * _ N T.I. - 5.0 , 4" AC ON 6" AB (MIN) PARCEL F OF CERTIFICATE OF COMPLIANCE, DOCUMENT N0. clv%c „ ESS� CAMINO EL DORADO STA: 6 +39 TO 10 +29 1997- 0319853 FILED IN THE OFFICE OF THE COUNTY z_ r F OF C���F° �g ,6014 T � A � RECORDER OF SAN DIEGO COUNTY, JULY 07, 1997. I UITO WATER DIST. FIRE DEPARTMENT y S c�F�► VICINITY MAP af S AN DEG o PROJECT LOCATION S• /o• 0 PE oyez � xP9�so�a6 No. 040182 FOR REFFERENCE ONLY w Li EXP.09/30/02 THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER z Rft/ / �_ 1�� - --- E5/1 / 1 D EI�YED ,BY� s r l CIVIV -1 - w -2/m NAME DATE O NAME DATE ��� c� SIGNATURE EWRES 2 YEARS FROM DATE /�ISPECTOR DATE REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT DEP'T °ESA 9Y �^ cHECMED BY APPROVALS CITY O E ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. MAS -'A46 TB� 8 -11-0y PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED GRADING AND EROSION CONTROL PLAN FOR _ z d /6• H 0 ORl zorrrK : N A g• DAM '° PARCEL 1 2 3 4 OF TPM NO. 00-058 D N/A R.C.E. No. : 040182 f 7 f af vERncx BY r �,,�- BY !� THO AS ANTHONY GAETO °� - 02 DATE : a 12 310 1 DATE 8 Q/ CITY OF ENCINITAS SHEET 1 OF 2 z i 12" SQUARE I 4 4 J1 fJ � r J f� GRATE FINISH GRADE TOP OF GRATE GRADE TO DRAIN SHOWN ON PLAN ELEVATION AS AS SHOWN ON PLAN 176 MIN. 0 0 HUB ADAPTER Z FOR 12" SQUIRE 6" PVC RISER I r / r J /) l C I 1 I \ GRATE �yo r� \1 2 :- 8 - J � \ I J z I 1 / \ � I I I I \ VARIABLE I i i I II TEE CONNECTION 12 MIN. I �/ _ I ;�ADJ301 \ � �s� I i� ADJ�O j '�-' i 1 1' I I I PAD�3O J l PAD -- 300 1 / l�AD� J ,, , AS PER 8499 -0 ` I AE's PER 8499 -0 Q I t3 I I I AS PER 4$430 AS PER 8499 - / _ 1 I AS PER 6499 Q_ - -� _ r - I 1'�.IIIIN. TEMPORARY :2 EROSION CONTROL USE Of I I / 301.OBW A I SEE LETTER OF 1 (ONE) R SAND BAGS 2 (TWO) w c . 00 1 ', I I FLOWLINE I 7 - PERMISSION BAG HIGH TAGGERED. (TYP). a O o � 1 i I I 301 *08w ELEVATION PVC PIPE -SIZE AS 3o0.OBW DATED: 7 -03 -01 - I - 7 i � , i I SHOWN DETAIL NOTED ON PLAN 6" MIN. 3os 306 3os I 12X12 AREA DRAIN 3oa 1.OBw I 310 310 N'PS 94.77 � ' Q - - - - - - - 88.5 �\ -- - - -__© - E- 88.89 Q5 3 6 - - -- - - - - - - -- - - ____ ___ � - - -- - -- 10' STORM D 10 - - - - - - - - - - - - - - - - /305.OBW - - - -- -- - - - - -- �_ - 307, � ASE;Ad.EN T--Pf �-- II 309.6 � 3�o6 .42EG 309.50 5 - - TG - - - - - - - - - - 309.98TG - - g - - - \ Q10.5 - -- - � FIN L MAP 307.001E 5 306.051E 305.281E 5 305.181E 304.501E g X� TG LINE TABLE A � � J / �II / + LINE BEARING LENGTH / �3o_s.0 NT. 309.601E / II PRIVATE STORM DRAIN EASEME 3 I I 3 r 1 I L1 N01'40'35 "E 14.50 AS PER FINAL MAP 10' STORM DRAIN 5 o / Q w L2 N88'56'21 "W 10.00 � I I I � / \ � (DH �S ' �� �� EASEMENT PER I ; ; I ; � �- L3 N01'51'25 "E 0.41 I / AREA II AREA ' ` FINAL MAP g N � II _ wrascAPE � ` L I Z +11 I �� L ` ;08 _ _ - ARE" ' 'I NZ CURVE TABLE 02 o o p - - I xQ '= p •� HP �' Z 31 P 0 - - - I J CURVE DELTA RADIUS LENGTH I � � HP pD � III U / CD Cl 12'55'23" 200.00 45.11 I l� Z / II Z 13 O O D v 1 !I I c CC) C2 12 200.00 44.48 P 1, , (00 1 L2 �i II o j r o I 6 3 N ` u n r � ^� r s j it o PARCEL 2 co �,, a- 111 0 J J _ 311.0 J U PAD I u - I o o 5 a� = Iao 010 � O STORM DRAIN DATA TABLE <- _ FF 311.7 I -�� m ` + � 010 J _ �La _ -�£- _ - - - : I fil z _ - NO BEARING LENGTH REMARKS o 70-1 !- PARCEL 4 x 9 - - ( � 1 N89'15'16 "W 90.56' 6" PVC M - �+ a (IN 2 N01 "E 57.28' 10" PVC a 0 PAD 310.0 I . PARCEL 3 PARCEL 1 I . FF =310.7 PAD =311.0 0 = I I o a N01 *51'25 3755 10 PVC 3 - I o PAD 311.0 ( " 4 N01'S125 "E 77.28' 10 PV u' I I 1 ►� _ -, C FF= 311.7 "' f I I„= o FF =311.7 I 1 0 5 NO1 E 9.78' 10" PVC 00 6 N01'51'25 "E 74.10' 10" PVC o O_ M 7 N 88'08' 35 "W 1 ' 2 64 6 PVC O L m vS I Q z LANDSCAPE O o 0 AREA < I ; O O O 309.4 = 310.60 c - -- I c w L � � - 310.8 �, _ m 1 TEMPORARY DESILTATION BASIN AROUND 3, ° LAN DSCAPE = °° 1 W S I EX. CATCH BASIN. USE 1 ONE ROW \� AREA I GRAVEL BAGS ( ONE) S � K \ \ o "�'.� < a 2 (TWO) BAG HIGH LO 310.0 309.7 ' 311.0 LANDSCAPE a S S 0 I 0) _ } _ STAGGERED. (TYP). ALL CATCH BASIN. FL W S W 310.59 I 310.36 - 309.57 2 W � AREA W ` I � f I I 1 i cfl 309. sew 88.50 104.54' 87.96 � - -- �' . a .. DR lVEWAY O N 1 E 375.78' 1 1 - - 3' T _SEWER CO. - - TYPE B INLE (G) EX. BERM To REMOVED As / - - - rl� .00 302.801E 2 16.00 2 2 16.00 113o5.TrPE w NEw AR. (W ) (W) W ) _ (W) SWALE N - W) PER IMPROVED PLAN 6972 -I � W) EX. 1,M� - NO. P -10 TO ABA °D m O (S) 302.851E AT THE MAIN rL ( S I I S ¢ ' °N' SEWER MH. / CAMINO EL DORADO 302.341E ( ) E 2" wA SERVICE 302.021E I I ; ( ) 2 1 N BERMS 302.901E TO BE AB TATIHEMAIN o JL -- -- -- -- -- -- -- -- I _ o _ EX. BERM TO REMAIN ) (�� A P r r I I /) 1 �\ J \� r/ :� : J J �� : J J EX. TYPE C INLET i p P J \J �- J J J i j 0 J f EX. IMPROVEMENTS ARE AS DRIVEWAY APPROACH, SIDEWALK, 3o5.13FL L J � En PER 0006 -SI ES, CS 196 (TYP) CURB do GUTTER do SIDEWALK UNDER ''' TYPE 4 RETAINING WA LL DRAIN TO BE CONSTRUCTED AS PER PER S.D.R.S.D -4 `'-' C -I TYP _ z IMPROVEMENT PLAN - ( ) MAX. HT -4. GRAVEL BACKFl 5 LL w DECORATIVE BLOCK 12 MIN. > Q 0 WEEP HOLE a U-1 z > GRAPHIC SCALE ESS/ S A . 'tl 20 0 10 20 40 80 * C N �, o SECTION A -A TYP y F� ) 0 o , c� t� NM z rn 1 inch = 20 ft. La No. 040182 * EXP.09 /30/02 ' ? CIVIL' w OF C w z cD z w c� z REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE OES� E3Y DRAM r3Y CHE KEO r r APPROVALS CITY O F ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. Q ".45 6014 7 T. "kch 8- it -oil CITY OF ENCINITAS HORIZ. do VERT. CONTROL PT. "P2" FOUND P.K. NAIL IN AERIAL PANEL, : . 20. PLANS PREPARED UNDER SUPERVISION OF Hmzowm_ 1 RECOMMENDED APPROVED REQUEZE ST. WEST of I -5 BRIDGE DATE : 3 - � GRADING AND EROSION CONTROL PLAN FOR 6972- EL = 174.36 AMSL 1 - "' 04o 82 R. ,�.. LOT N0. 1 2 3 4 TPM N0. 00 058 vExncx . N/A BY BY L'. i i �. THOMAS ANTHONY GAETO °w 09 -30 -02 DATE : T � o I DATE : 8 2� o/ CITY OF ENCINITAS o SHEET 2 OF 2