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1995-4289 G (Plans) GENERAL NOTES: GRADING NOTES: LANDSCAPING NOTES: NOTE: HYDROSEED NOTES ALL GRADING DETAILS WILL BE IN ACCORDANCE WITH SAN DIEGO 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE COUNTY STANDARD DRAWINGS 1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, i. ALL GRADING SHALL U OBSERVED AND TESTED BY A QUALIFIED NDER HIS DIRECTION. HE SHALL OBSERVE AND WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, SOILS ENGINEER OR U CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND ALL LEGEND a. THREE FEET OR MORE IN HEIGHT IN FILL AREAS. THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. ITEM REG. STD. DWG. SYMBOL b. 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS SLOPE IS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY BACK FILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT ITABILITY NOT SUBJECT TO EROSION DUE TO THE EROSION RESISTANT CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY SOIL R MATS REQU RED AND WILL T O R M INE T E OP 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL 6" CONC. CURB AND GUTTER G - 2 ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ENGINEER. HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM ANY SLOPES GRADED BETWEEN OCTOBER i AND APRIL 15. 6" CONC. CURB G -1 CHARACTER OF THE MATERIAL AS APPROVED BY THE CITY 2. THE SOILS REPORTS TITLED "GEOTECHNICAL INVESTIGATION OF PROPOSED OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE ENCINITAS OFFICE BUILDING" PREPARED BY AMERICAN ENGINEERING EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE AC PAVING (SECTION PER SOILS REPORT) OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. LABORATORIES INC. DATED SEPTEMBER 19, 1989, SEPTEMBER 13, 1991, WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND (MIN. 3" AC OVER 6 BASE) EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. AC PAVING (OVERLAY FOR SMOOTH TRANS.) 3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: UPDATE", DATED JUNE 6, 1995 SHALL BE CONSIDERED AS A PART OF THIS v. SEED MIX SHALL CONSIST OF NO LESS THAN: GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED EROSION CONTROL NOTES: CONCRETE PAVING SECTION PER SOILS REPORT) -. THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF (MIN. CONCRETE) 1) 20 LBS. PER ACRE OF ROSE CLOVER 2) 20 LBS. PER ACRE OF ZORRO FESCUE WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO 1, IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ALAN YOUNG RETAINING WALL C -2 FACILITIES, NOR OF AF3. APPROVAL OF THIS PLAN DOES NOT CIL E SCHOOL CIA CALIFORNICA CONSTITUTE APPROVAL OF ADJOINING PROPERTIES OR TO FINISHED WORK ON THE SITE AND AT ALESCO DEVELOPMENT (818) 345 -7871 (253.44) 3) 3 LBS. PER ACRE OF SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY EXISTING ELEVATIONS 4) 4 LBS. PER ACRE OF E SOHO C H I LL A M C MI LL IMPROVEMENTS WITHIN STREET RIGHT-OF- SIZES, LOCATION AND TYPE OF DRAINAGE E A CIL SEPARATE GRADED AREAS UNTIL SUCH TiME AS PERMANENT DRAINAGE AND 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE 253.5 TC 5) 3 LBS. PER ACRE OF 5 ) ITEMS 3, 4, 5, AND 6 I M THIS SUBSECTION MAY BE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED W EROSION CONTROL MEASURES HAVE BEEN INSTALLED. AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL PROPOSED ELEVATIONS 253.0 FL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT OMITTED ON LOCATIONS WHERE THE AREA BEING CONJUNCTION WITH IMPROVEMENT PLANS. TI HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC J. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF CUT /FILL SLOPES (REQUIRE HYDROSEEDING) STREET OR RESIDENTIAL STRUCTURES. 4. WRITTEN PERMISSION SMALL BE OBTAINED FOR ANY OFF -SITE GRADING. AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD TEMPORARY DEVICES WHEN RAiN IS IMMINENT. HER BY EITHER SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE PROPOSED CONTOURS A NITROGEN PLIED 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED 7) ITEMS 1 OF THIS SUBSECTION MUST BE INOCULATED WITH 136 DRILLING N BROADCASTING BEFORE DRY I T . TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. F FIXING BACTERIA AND APPLIED 8) ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL DAYLIGHT LINE C GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 4, THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES JOB SITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA TO CONDITION EXISTING PRiOR TO GRADING. 6" AND THEN COMPACTED TO A MINIMUM OFF 90 PERCENT. IT SHALL TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER PROPERTY LINE DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AFTER EACH RUN -OFF PRODUCING RAINFALL EXISTING CONTOURS 9) NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- AND COMPACT THE FILL IN STRICT ACCORDANCE WITH THE HYDROSEED SLURRY AT THE DISCRETION OF THE ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A SPECIFICATIONS. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL CROSS SLOPE FLOW 29 MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TQ 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES FLOW LINE i% MIN OR CONTRACTOR. LICENSED LAND SURVEYOR. 4. TYPE i MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS. PER 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. WHICH MAY ARISE. - 0.5% ACRE TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE THE SLOPES OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, ,3' MOE PCC DRAINAGE SWALE ED IT MUST FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFELY AND PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE - 0.5% HYDRAULICALLY APPLIED FIBER MATERIAL WHEN STRAW IS USED ANCHORED LEFF IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS 1' WIDE BE ANRED TO THE SLOPE BY MECHANICALLY PUNCHING E LESS HEALTH STANDARDS, LAWS AND REGULATIONS. PCC MINI SWALE OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. EXISTING RETAINING WALL THAN CH O OF THE STRAW INTO THE SOIL. ' -0 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED � 5. FERTILIZE R CONSISTING W AMMONIUM PHOSPHATE SULFATE, 16- 20, WITH MiLE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED TYPE "B" CURB INLET D -2 OR L�J 15% SULPHUR APPLIED AT THE RATE OF 500 LBS. PER ACRE. CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7 :30 A.M. NOR ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. GRADING PLAN SHALL BE INCORPORATED HEREON. : ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 5. ALL TREES, BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL TYPE "G" CATCH BASIN D 8a 5. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY a. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A F. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADiNG SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK STORM DRAIN D -60 COMBINATION O - MEETING HAS BEEN HELD ON -SITE WITH THE FOLLOWING PEOPLE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE DAY. D -25 PRESENT CITY INSPECTOR, CIVIL ENGINEER, SAILS ENGINEER, O� i) TRACK WALKING SLOPES STEEPER THAN 6:1 USING ITEM BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM CURB OUTLET 2) RIPPING AREAS THAT WILL NOT BREAK UP GRADING CONTRACTOR AND PERMITTEE THE PREGRADE MEETING UNSIGHTLY DEBRIS, APPROVAL OF LOCATION OF DEBRIS FiLL SHALL 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN FIRE HYDRANT "A" ABOVE SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN yr� b. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: ADVANCE BY CALLING (619) 633 -2770 TO THE DISPOSAL OF ANY SUCH MATERIAL. PROBABILITY FORECAST EXCEEDS (407). SILT AND OTHER DEBRIS WATER METER i) ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP SHALL BE REMOVED AFTER EACH RAINFALL. BUT NOT SATURATED SEED BED. 10. PRIOR l0 HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY 6. SLOPE RATIOS: CUT - 2:1 SE WER LATERAL ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER FILL - 2:1 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO 2) THE LE AD D( OR COVERING SALINE SOILS TO PROVIDE VIABLE SHALL SUBMIT S AND RECEIVE APPROVAL FROM THE CITY ENGINEER PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (907 COVERAGE) GATE VALVE CONDITIONS FOR GROWTH. FOR THE PROPOSED HAUL ROUTE THE DEVELOPER SHALL COMPLY PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY ENVIRONMENTAL DATA: PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF EX. STREET LIGHT IMPOSE WITH REGARDS TO THE HAULING OPERATION. THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF 1. STEEPEST EXISTING NATURAL SLOPE ON -SITE = 2:1 CALIFORNIA DEPARTMENT OF CONSERVATION. EX. POWER POLE 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING 2. MAXIMUM VERTICAL DEPTH OF CUT = 15' PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL 3. MAXIMUM VERTICAL DEPTH OF FILL = i6' SANDBAG ROW STACKED TWO HIGH CDCDCDCDCDCDCD RELEASE OF SECURITY, AN AS- GRADED CERTIFICATION SHALL BY 4. AVERAGE DEPTH OF CUT = (13,500 x 27) / 71,400 = 5.10' PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 4289 -G 5. AVERAGE DEPTH OF FILL = (18,000 x 27) / 71,250 = 6.62' HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE SOILS ENGINEER'S CERTIFICATE PEDESTRIAN RAMP G -31 Tj APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE EARTHWORK QUANTITIES I ®gvtn U RYAN A REGISTERED CIVIL DATE AND SIGNATURE OF THE CIViL ENGINEER WHO CERTIFIES SUCH FILL 18,000 CY GRADING OPERATIONS. ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING CUT 13,500 CY BUSINESS IN THE FIELD OF APPLIED SOiL MECHANICS, HEREBY IMPORT 4,500 CY CERTIFY THAT A SAMPLING AND STUDY OF THE SOiL CONDITIONS NOTIFICATIONS. PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY i. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES SiTE ADDRESS DIRECTION BETWEEN THE DATES JULY, 1089 AND SEPTEMBER, "TW" ELEVATION 1989. A COMPLETE COPY OF THE SOILS REPORT COMPILED - AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A 344 ENCINITAS BLVD FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN \ MASONRY RET AINING WALLS PER C -2 SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE ENCINITAS, CA SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, \`?'7 THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE \41 (HEIGHT VARIES, 5.33' MAX.) PLANS, HOWEVER: RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS \ TOP OF FOOTING ASSESSOR'S PARCEL NUMBER PROJECT HAVE BEEN INCORPORATED iN THE GRADING PLANS AND THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY 258 - 111 -5, 6, 30 SPECIFICATIONS FILTER MATERIAL MAINTAIN MIN 6" COVER MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES a PER C -8 (TYP) LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S SIGNED: a OVER WALL FOOTING RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID DESCRIPTION: "TF" ELEVATION a °oo PAVING PER SOILS REPORT UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR R.C.E. NO.: VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF A PORTION OF THE WEST MALT OF THE NORTHEAST QUARTER OF COMMENCEMENT OF WORK: THE NORTHWEST QUARTER OF SECTION 15, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN BERNARDINO BASE AND MERIDIAN, IN THE CITY EXP. DATE: ol A. SEWERS 1- 800 -422 -4133 OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA. �� ® ��� , R RETAINING WALL DETAIL B. SAN DIEGO GAS & ELECTRIC 1-800-422-4133 No. c aass6a C. SAN DIEGUITO WATER DISTRICT i -800 -422 -4133 / \ Enn.0-20 -96 D. PACIFIC BELL TELEPHONE 1 800 -422 -4133 CiV6%_ G \ �PFOF CAte�o� E. CABLE TV 1- 800 -422 -4133 c z DECLARATION OF RESPONSIBLE CHARGE: a OWNER / PERMITEE 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 THAT A HAVE HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE l SITE ALESCO DEVELOPMENT I HEREBY DECLARE THAT I A THE ENGINEER OF WORK FOR THIS PROJECT, c r EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN (619) 633 -2770 I I 1 4800 COBIN AVENUE SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS TARZANA, CA 91356 J. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR FHC/VTAS (818) 345 -7871 CONSISTENT WITH CURRENT STANDARDS. INSPECTION. PHONE. (619) 633 -2770. ALL WORK PERFORMED i I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION PACIFI �pR� I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST OF ENCINITAS IS CONFINED TO q REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER AND REMOVAL. (OCEAN g0�� I HAS BEEN OR WLLL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. n / AND ADVIS ON THE COMPACTION AND STABILITY OF THE SITE 5 7 ENGINEER OF WORK. Es I ALAM YOUNG, G ERAL PARTNER DATE SAN DIEGO LAND SURVEYING & ENGINEERING, INC xriaa 57 9474 CHESAPEAKE DRIVE, SUITE 907 - / '. SAN DIEGO, GWFORNAA 92123 (619) 565 -8362 R.C.E. 35471 Epp. 9 -30 -95 VICINITY MAP N.T.S. _ r «,( 9'3 MICHAEL S MITH, R.C.E 35471 7 ►34 I �� OF CAL��� i REGISTPAiiON EXPIRES SEPTEMBER 30, 1995 FIRE PROTECTION DEPARTMENT: AS- mo i t ,T- MARSHAL DATE IGN Y DRAWN Y CHECKED Y APPROVALS CY O F ENCINITAS ENGINEERING DEPARTMENT DRAWING N. REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT MLS MLS MLS IT RECD MEND D AP VE PLANS FOR THE GRADING OF: _1S -!r; cc - 1s2 REVIEWED BY PLANS PREPARED UNDER SUPERVISION OF ENCINITAS CORPORTATE CENTER 4289 -G L -9800 CENTERLINE STREET SURVEY MONUMENT, TOP OF HORIZONTAL: N/A 7- 1 -95 BY: BY ' ENCINITAS AND SAXONY BRASS DISC, STATION 3 +73.20 ENCINITAS BLVD., COMMUNITY DEVELOPMENT DEPARTMENT DATE: PER COUNTY OF SAN DIEGO SURVEY DEPARTMENT. 35471 _ R.C.E. NO.: DATE: �, /� - �S DATE: S "��D "�� GRADING AND EROSION CONTROL PLAN VERTICAL: N/A �p�.Q �� 9 -30 -95 SHEET 1 OF 4 ELEVATION = 111.534, M.S.L. DATUM. D T MICHAEL L. SMITH EXP. WORK PROJECT NO.: TM 94 -199 p awP -efTD7* 631 Y, TC 1 fid`SQ ' 'I, , � 170 HEET 3 \ P 160. RI R GRT1 153..30, FL 14 15 20 T 5 .70 i 1 1 P 1 4 I \ T SE T I I 1 1 : -/ 1 --., -I- -1 I 1 fir... L.�_ _- - � -- t , � � � H / W®mod I REMOVE PORTION OF \ 12 PVC,AT 4. { \' 137.00 LF' -- - i 3' 1 b I \ ``\ '- P. N. 258-111-13 AC OVERLAY FG 151.50 , MP `) F� ,15 j. 0 SEE DETAIL C» .� • \ •� INLET FRAME &GRATE ` - - -- - - - - -- -2010 " FL i � I ' 8" PVC AT 6.89% `\ % I I I ; 1 ; ; % `� \,\ \\ `,\ � � PER ALHAMBRA F'DRY II SANF�BA ROW STACKED I I I 27.00 LF (18 COMPAN MIN.) A TWO HIGH (TYPICAL I I I , f ! \ TC ,, 1 51.3 I I INLET PER DET. A I i I I i i i I I / - - - -- �0 1 18" �r�r; r r �� II ; / TP 1 ?S ; I I 1 GRT. 151.00 LD1\ 8 I I i I #4 RENF. @ r �� J \ / J �- ! ACCESS EASEMENT IN` FAVOR ( FL 1480 ;III % y 1 ' 1 R CrL JVJr\r' J67 OF SUBJECT PROPERTY`,REC. I \ FF 1 2.J ; 'II % ' \ - - - - -- ) q co 8" OC E.W. �II� \ I , ,. , � I I �' `� PAID 1 �.�. OO' � � j ' , 1 , CONCRETE BASE MAY 10 1991 AS FILE NO. % I I 1 \ ~ \ �� ELEV. SHOWN I 1991- 0220575 O.R. I i TA \ `` (� %! ' % 1 --\ X6 0 �` \___ ON PLAN A.P.N. 258 - 111 -29 III 2000 PSI MIN I I TEE AS SAME SIZE REQUIRED & MATERIAL RE�%10 E AND REPLACE EX. (I o \ 'III ' ' % ' , \ -------- AS PAVING, MATCH EX> ELEV. I Q S \ \ I \ 151.80 VARIES TC 152. _ _ - - -- \ I i I I - - - - 1\ I O T: PAVED AREAS USE l N M TP 5 Q I I' ; ' - -- - '- ��� \\ ``�_�, --' AN A -2012 GRATE & FRAME _ % ( 149.20 I ' \ \ \ \ \ \ e \� \ % % I I I ,I "� -' � 1 ; � `, OR AN A -2017 C.O. COVER 148.70 (18 "x Z- 18" MIN.) BW 7. 0 TIC (' I I ss ' TYPE "B" CURB INL - - �' \ -- ^ - 142 83 W 50.00 TP 11 0.60i 49. -0 - ' - TYPICAL PRIVATE INLET GUT. 148, w7;� `, ., � �_ -� � �. T 151.30 1 I 1 TC 145L�2n ., ' V 143.00 } , - - - -- _ 47 00 T 1 0.80 NO SCALE DETAIL "'A"' - -- - - 1 145' - - - -- \ 4s T 15 .3 I +'�s 1 6 I _ 20' WATER EASEMENT IN FAVOR OF _ -- _ __ -- - - -- A-INI1�G WALL PE _ - . ' RET -- I I THE SAN DIEGUITO IRRIGATION DISTRfC --- -- - ` _ � � SD 9 - I � + REC. OCT. 7, 1981, AS FILE -- - -- - -- -- - 1 i�-- -� -• - - !B _ 1 -- -- - - - - -- - \ TW TAINUyG WALL P i ' E4 WAT'C.1 _ 81- 318847 O.R. C ` `+ - -- _ / - 1 - - -- ,r-' - - --� I I I 1 AA - - - -- _ - - @Z2. 1� J 0 4 TIN 139 e - - - - -, `�\ ` \ SEC; S F�_1.34.80� , I ' 1 'l ', 1 D �\ _. 9 1.50' -- ----- -- --- -- 1.50' _ _ R.S.D. D. C '� e° � 3.00 T � F 13420 ,_ F �� 1 ' �` \O W - - --- - - - - -- �` �,� -- 7 � -, . 139.. I - , I ' 1 I I �, `, a > N A C PAVING FIN Ili \ ` TP 134.30 G LOT q,: TF\134. _ % \ I �I , 1 I I \ 1 MIN. �l ° 0 I I I i , I A.P.N. 258 - 111 -23 \, \�, . , - - - - -1- PAD 1 3�5�, - ExISa iNG INLET PER DET. "A �V I ; CgNCRETE ', CO NIC. HER NOT ER - - - - -- I I i ES PER I URFACE __ _ i \ ; ,, s s' I � `,\ `` . ��'�.._. .� I 12" PVC AT 15.889 \ \ \ - - -� _ FL 130.00 \ ' ' S. D. R. S. D. G -12 80.80 LF 1 1 TC 14.40 I I I '' � � N � Pr \FR r r L 1 12" PVC AT 10.339 ` \ , ,\ ,` ,\ - - \- - - - - -- - - �,TP 133.9Q I I \ ®'� , - .. ,. �r�F�rr 1 \1�r�� JJJ7 73.00 LF �° - -� \ \ I _ r _ �' tPR> SS- GUTT TYPI CAL CR ❑ I - REMOVE EX. AC BERM, 1 ' 1'1 13 ��A \ i I I . -- \ � 1•E. NEW AC PAVING PER \ `I ` 11 11 1 ; 1 0 - -- -- DETAIL T A I L 1 ; , , I, '1 �` T 1 3 -_ - TIC \ \ I I ,- HY® �� ` RA! N❑ SCALE #B# LAO - SOILS REPORT 1 1 I - I " " Sao 5 �- �....�� �2 ` ��'v� S���p''� �" �,; _ - - MATCH EXIST. ELEV. 11 11 1 ' 1`1 - rt - ' ' -lP 60` So(-F t° I6 S3 / 1 , 1 �\ \ \,' TP t 0 \ ly A.P.N. 258 -1 1 1 -12 ®. 4 v , I v _ % r----- - - - - -- - - - - -- Noe V d =Zt9 Ltx'd. / y BEGIN 6" CONC. CURB � I I V - --- I AND GUTTER PER G -2 .,122.46 `. 1 % % i ; 36 hI ®' 10 " B-1 " B -1 » CURB \\ \ , ` ! FL 13a.45 I ; - -� - -`- - - - -- MIN. 24 INLET PER SDRSD D -2, \ ; , I \ 1b -- , >I r / 3' CONC. SWALE L,J PRIVATE 66WER S HOWN FOR FEKENCE ' FL 122.29, TC 128.85, , DRAIN SWALE z G 128 02 ` ` \ FL A32.851 / / PER DETAIL i 14 EROSION CONTROL NOTE: o UT t 1�9LY ,. W _ ..72 w � µ � :. SANDBAG ENTIRE EAST SIDE OF ENTRANCE DRIVE IF OCCURS = / / _ I IVE \ FROM ENCINITAS BLVD. TO NORTH LOT LINE OF 12" PVC AT i s /.� °l. F� I �� \\ ��� , n . <. , , ,_ � 4.OQ ,i � � /' 1 `, `, `. scs.es� LF, VERIFY DEPTH y \ \y, \ \`, ;' ' /' 1 j LOT 8 UNTIL STORM DRAIN SYSTEM, CURB, GUTTER ` z NOTE # 1: OF SEWER LAT. \ AND PAVING ARE INSTALLED. - WORK IN THE RIGHT OF WAY OF ENCINITAS BLVD. P `,`,\ 140© ' EXISTING \) INCLUDING REMOVAL OF EXISTING RETAINING WALL CONCRETE ► \ \�� 0 0 ° I� % REMOVAL OF TRAFFIC SIGNAL UTILITIES, NEW CURB `~ \ S P r-wc f� ®�a� \, \ \ , . , o NOTE 2, z ,;' ca - r �I I I \ SURF l 7 GUTTER AND SIDEWALK, 26 CONC. DRIVEWAY AND `s i L I DIMENSION CONTROL NOTE REQUIRED ONLY AT SLOPES WHERE DRAINAGE SA 18" RCP EXTENSION TO BE CONSTRUCTED PER .,,_ , __„ ,... > �� d . I� - _ / / / FOR SUBDIVISION AND LOT DIMENSIONS, AND PARKING FLOWS TOWARD SLOPE. A F Z CITY IMPROVEMENT DRAWINGS. TYPE "B" CURB INLET PER 125 , \ - / AREA DIMENSIONS SEE SHEET 4. SDRSD D -2, FL 116.17 FL 1 16.50 C 121. 0, GUT 120.67 TOP OF SLOPE BERM 18" RCP AT 2.009 R�TAININ L,PER - J 4 LF (BRICK BOTH EN S) s <. i .III1 i -S. D. R 'b. -- - ! / N❑ SCALE a A II DETAIL C � Q(100) ly• --- 88 cfs I I' I ' % n o `" -' LIMIr OF G `" RA IN P TO 1 8E REDO EX /ST /NG -- _ ' - -- ACCESS 1 / FOR OFFSITE PERMISSION TO GRADE AND EASEMEN III ' _ - CONC. PAVING ATrZ09 ' vi li I\\ \ �` , \ \;, _ - ------- ___� i, INSTALL DRAINAGE AND EROSION CONTROL DOC. ° WORK SEE LETTER DATED: Z r\ NO. 81 -05877 ; ' _ - �4� - h' I?�1J14' �77�N ' S J FEB. 24, 1981 6, REC. %'I \ ' �� - - - PEfc -MAP_ J `�_,' SIGNED BY: �f F�artl�e� L�'� O.R. I \ - - -- �` . TEMP. AC EW �� % j < \� 4ROFE�10 GRAPHIC SCALE DRI w V Ay -- 20 0 10 20 NEW CL ._sr R.C.E. 35471 (n FIRE PROTECTION DEPARTMENT: C t E� /ST MIP• r P.P. GUY \1 \` ' Exp. 9 -30 -95 ( IN FEET ) ��/V / ; i.'' J', O �V� V N, 1 INCH = 20 FT. �_qCP WgTr _ REQ. FOR GRADING OF CAL����� w MARSHAL DATE \\ ' ?k DESIGNED BY DRLWN APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. z REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE MLS MLS MLS V) PLANS PREPARED UNDER SUPERVISION 0F � ON RECOMME DED APP VE PLANS FOR THE GRADING OF: G �J -G9 CENTERLINE STREET SURVEY MONUMENT, BYC BY. ENCINITAS CORPORATE CENTEE �`�� � 4289-G A� 4 lW We TOP OF BRASS DISC. STATION 3 +73.20 HORIZONTAL: 1" =20' DATE: - 9 5 g_(5-9G ENCINITAS BLVD. PER COUNT OF SAN Z ENCINITAS AND SAS ®NI z DIEGO SURVEY DEPARTMENT, R.C.E. NO.: 35471 DATE: g'1` -4S _ DATE: g��la' GRAD PLAN - LOTS 8 ANT, 9 C.7 e VERTICAL: N/A SHEET 9 -30 -95 ELEVATION = 111.534, M.S.L. DATUM MICHAEL L. SMITH EXP. WORK PROJECT NO.: TM 94 -199 2 OF 4 lZ NoText A.P.N. 258-111-24 A.P.N. 258-111-25 __..�� N 87 °53'18" E 676 .40 ' ° -- 114.35' -- � 136.00 fi , -- 113.00 N rr, .,_ ��: (�0 j ' GRAPHIC SCALE 30 0 15 30 60 120 287.96' .5 L1 O ' Lu - LOT 1 1 INCH 30 FT 201.33 - - - - - -- ------- - - - - -- - - - -- ( IN FEET ) N 87 °53'18" E "� _ LOT 5 In z I N Cc °° 24' e 1� Z - e - - — O p " ® �. � - - -- - -- N 1 1 N a � A AIM ) s—.p � e t a a I.E. 152.00 -------- I 8.5 -- 1 ° I 0' 1 06.32' w LOT I N 87 °53' E -- N 87 ° 53 '1 8 " 00 I - N 87 °53'18 E _ - I �n 00 , - 100.00' - 125. N 117.32 _ A.P.N. 258 - 111 -14 A.P.N. 258-111-07 N LO7 6 LOT 4 I f �,: -- - - - - -- d -; o' I I Z O N ° — — — 0) I OO OO z ; o I °' I t1c ° LOT 2 � .5 N ,- I z «� I °s � o 1 d- - - - - - -- -- ' MH ' .5 'L E. 154.0 0 e _ - -` 00 8 100.0 _. 125. 00' ° 18" E 109.46'37' — — -- N 87 53 __ -- N 87 °53'23" E 199.12 A.P.N. 258-111-13 -- N 87 °53'18" E 90.18' PRIVATE 4" PVC ' M — — — PL ' SEWER LATERAL I.E. 142.50 ;,tM P a ! rt 6.00' 33.00' VARIES 26' MIN.. 15,00' TYPICAL I 4.00' .001 20.00' VARIES 8.00' 5.00' 3.00'k 12.00' 5.00' 1 I REMOVE EX. AC. BERM PRI VATE 6;' PVC SEWER LINE I LOT 8 i EX �EX. AC PAVING C L SEp EX. RETAINING WALL TO REMAIN NEW AC PAVING r \\ r r ° PCC CURB AND BLDG. 1 EX. LANDSCAPING Jr1T�Cr GUTTER PER G -2 1 P r '\R I r 1MAP 3037 N TO REMAIN PER I WALL v� A.P.N. 258-111-29 00l _ I. 141,. ,91 z n `I SECTION "CC" SEE SHEET 2 FOR LOCATION M 1 G ' 26.00' 9 "�{'C 5EWEC' I. E. f 3'7 33' PL 13.00' 13.00' •- y. -- x 3.00' 13.00' C L 1 EXISTING <}" SEWER LINE i s I rk P Sv o z EX PCC PAVING PER LL EPORT SOILS R C z I LOT 9 °�RfV4` 3'L1J�t�lr` "1� PCC CURB AND = 1 A l :,b 2GVic -%xi b Sy t3l.. Xr. >6'° GUTTER PER G -2 � �' �r1r� PAR r r J w �, �� - s — SECTION "DD" 1 r r L ]MAP J J J, � i � o \ � � � SEE SHEET 2 FOR LOCATION z 1 A.P.N. 258 - 111 -23 y ~ w „ S z lVATE +P PVC.' �•� % 1 S EWER 17Z. LF 22.00' W PCC GUTTER PER G -1 N i kd 1 �.•° -•. o' 1 ' A' A.P.N. 258-111-12 PE 1 C.o. ATG to .w, 00' r SLO 1.OD' RETAINING WALL 1•e. Ilfo.1% .. , _ i 1 PER C -9 re 1Z pvc, ST , a BLDG. RETAINING WALL O QROFESSlO PER C -2 LL 8j Op 6 z FIRE PROTECTION DEPARTMENT {�p�y -( ' r p R.C.E. 354715 SECTION "EE" ! s Exp. 9 -30 -95 lee° 193.',6, . 1 JT 01 SEE SHEET 2 FOR LOCATION E.x ' *. . (e" Sift, l.ra'f'. OF CALLF�� .°°••°'-'�/ \ � - � MARSHAL DATE ,,, - _ _: _. r>�°„,.m..,,._ .,, a DESIGNS BY DRAWN BY NECKED BY APPROVALS CITY O F ENCINITAS EN GINEERING DEPARTMENT DRAWING NO. Z REVISIONS {1f PR ®DIED ®/1TE REFERENCES ®ArE BENCH MARK SCALE MLS MLS MLS 1'• Ptyvi ,< 7 -6-f PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP V PLANS FOR THE GRADING OF: '�r�r s•, TOP OF BRASS DISC. STATION 3 +73.20 HORIZONTAL: 1 " =30' t ENCINITAS CORPORATE CENTER 4289 —G „c 3�fsq` ENCINITAS BLVD. PER COUNT OF SAN DATE: 7 - _ 9 - 95 BY: BY: ENCINITAS AND LL DIEGO SURVEY DEPARTMENT. R.C.E. NO.: 35471 DATE: rl^ /G JS' DATE: p - 1 � -qc D IME N SI ONS z VERTICAL: N/A GRADING PLAN — D L ELEVATION = 11 1.534, M.S.L. DATUM MIC AFL L. SMITH EXP.. 9 -30 -95 WORK PROJECT NO.: TM 94 -199 SHEEP 4 OF 4 Iz