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2005-7962 G (Plans) CbRAD#YG NO TES A. CITY OF ENCINITAS . GRA LDING Pi �A N 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICA T10NS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINI rA A ND THE SAN DIEGO AREA REGIONAL C. GRACING STANDARD DRA WINGS. ANY CHANCES OR REVISIONS THEREFROM SHALL BE APPROVED DA B Y THE CITY ENGINEER PRIOR TO AN REQUEST FOR INSPECTION, 1 • �-�- FADING BALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER THEIR DIRECTION. THEY SHALL INSPECT AND TEST THE 1) S TEEPES r EXISTING NATURAL SLOPE ON-SITE 13X ALL WORK SHALL BE DONE IN ACCORDANCE NTH THE' STANDARD SPECIFICATIONS FOR PUBLIC WDRKS DAIS TRUC TION 2. THE SOILS REPORT TITLED PRELIMINARY GEQ TECHNICAL INVESTIGATION, EXCAVA PLACEMENT AND COMPA C T I QN OF FILLS AND BACKFILLS AND (LA TES r EDI TIOWI) THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR SIC T C COMPAC OF TRENCHES. THEY SHALL SUBMIT SOILS REPORTS AS REQUIRED 2) MAXIMUM VERTICAL DEPTH OF CUT = 6.5 FEET ' PROPOSED RESIDENTIAL STRUCTURES, VACANT LOT NORTH OF 237 SEEMAN DRIVE, AND WILL DETERMINE THE SUI TABILITY OF ANY FILL MATERIAL. UPON COMPLETION WORKS COWES TRUC TION (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO ENCINI TAB CALIFORNIA, PREPARED BY COAST GEO TECHNNCAL, DATED MAY I Z, 2003 OF GRADING OPERATIONS THEY SMALL STATE THAT THE OBSER AND TES T5 3) MAXIMUM VERTICAL DEPTH OF FILL = 4 FEET REGIONAL STANDARD DRA � (LA TES r EDITION). SHALL BE CONSIDERED AS PART OF THIS GRADING PLAN. ALL GRADING SHALL BE WERE MADE BY THEM OR UNDER THEIR SUPERVISION AND THAT IN THEIR OPINION, DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED ALL EMBANKMENTS AND EXCAVA TIONS WERE CONS TRUC TED IN ACCORDANCE WITH 4) AVERAGE DEPTH OF CU = 1,592 cy x (2 7cf/cy)I30,185 of = 1.4 FEET IN SAID REPORTS. THE APPROVED GRADING PLANS AND THAT ALL EMBANKMEN AND EXCA VA T10NS WbRK TO BE DONE APPROVAL OF THIS PAN N T TI APPR A ARE ACCEPTABLE FOR THEIR INTENDED USE. 5) A VERAGE DEP TH OF FILL - 1,12 7 cy x (2 7cf jig, 955 �f 2.3 FEET tTES�T�ON C?UAI� rITY 3. APPR C? S L DOES O CONS TUTE OV L OF SIZES, LOCATION AND TYPE OF DRAINAGE FACILE TIES, NOR OF IMPRO VEMENTS WITHIN S TREE r 2. THE CON TRA C TOR SHALL PROPERLY GRADE ALL EXCA VA TED SURFACES TO CUT = 1,592 Cy QUANTITIES SHO MMV ARE FOR BONDI ...... . RIGHT-OF-WAYS. SEPARATE APPRO VALS AND PERMI FOR THESE SHALL BE REQUIRED PROVIDE POSITIVE DRAINAGE AND PREVENT POND#NG OF WA TER. HEfSHE SHALL FELL 1,127 Cy PURPOSES ONLY AND ARE NOT r0 BE ASPHAL r DRtWWA Y PA WNG . ............................... . 51,905 SF IN CONJUNCTION WITH CONTROL TROL SURFACE WA TER AND AVOID DAMAGE r0 ADJOINING PROPERTIES OR TO EXPOR r = �'`� CY NET C ONSIDERED ACCURATE OR CERTIFIED (4 AC / 6 CL-2 AS / 12 NATIVE • 957 RC - M BE FAD MWE© w/ R -VAS TES V4) IMPRO VEMEN r PLANS. FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO PRE VEN r QUAN TI TIES. QUAN TI TIES SHOWN ARE NOT ASPHALT DRI VEWAY ENTRANCE PER CITY OF ENCINI TAS STD DWG. 2,30 SF EROSION OF FRESHL GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE REMEDIAL = 1, 21 CY r0 BE USED FOR CONTRACT PURPOSES) (r AC / d" CL -2 AS / 12" NATIVE 0 45% RC - M BE FIELD VERFID w/ R -VALUE TESTING} 4, WR1 TTEN PERMISSION SHALL BE OB TAINED FOR ANY OFFSITE GRADING. AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. PCC HEADER STRIP (PER DET 31SH r 5) ........................... 102 SF 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED r0 PRO TEC r 3. ALL AREAS r0 BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL # S`: ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR BE PLACED IN ACCORDANCE Wi TH STANDARD SPECIFICATIONS. ALL VEGETABLE PCC Six4l GN T WAWA LL,SOIRSD D -M, TYPE A . ................... . 1 €`A DESTROYED SHALL BE REPLACED OR REPAIRED TO THE CONDITION EXISTING PRIOR TO MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CON TRAC TOR GRADING. FROM THE SURFACE UPON WHICH THE FILL IS r0 BE PLACED. LOOSE FILL AND I• MARK BURWELL, A REGISTERED GEOLOGIST IN THE THE STATE OF CALIFORNIA, AND LANDSCAPE -LINED DRAINAGE DITCH - FOR SUP (PER DET 315HT 3) . ...... . � � � 350 LF ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS HEREBY CERTIFY 6. THE DE VEL OiPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK EXPOSED SOILS SMALL BE SCARIFIED TO A DEPTH OF 6 AND THEN COMPACTED THAT A SAMPLING AND STUDY OF THE Ste. CONDITIONS PRE VALEN r IM TKIN TMS SITE WAS WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A MADE BY ME OR UNDER MY DIRECTION ON MAY 12, 2003. ONE COMPLETE COPY OF THE ROCK -LINED DRAINAGE CHANNEL - FOR BMP (PER DET I/SHT 4). ........ 295 LF REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. TO A MINIMUM OF 90 PERCENT. I r SHALL BE THE CQN TRAC TOR S RESPONSIBILITY AILS REPORT COMPILED FROM THIS STUDY, M1 TH MY RE A TIONS, HAS BEEN TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SOILS TO THE OFFICE OF THE CITY ENGINEER. FUR I HAW RE1fiEMiED THESE 6 � � - SPECIFICATIONS. 6 STORM DRAIN (PRI VA r E) SDR35/SCH 40 PVC . .. . ................ . t IB LF - - - 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, GRADING PLANS AND CERTIFY THAT THE RECOWENDA TIONS INCLUDED IN THE SOILS REPORT INCLUDING SHORING AND SHALL BE RESPONSIBLE FOR CONFORMING r0 ALL LOCAL , 4. CUT AND FILL SLOPES BALL BE CUT AND TRIMMED r4 FINISH GRADE r0 DATED MAY I2, 2003 HAVE BEEN INCORPORATED IN THE GRADING PLANS AND STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF SPECIFICATIONS. 4" SUBDIRAIN (PER DET 115HT 6 ) .............................. - - - 270 LF 8. GRADING AND EQUIPMENT OPERATING WI THIN ONE -HALF (112) MILE OF A EXCA VATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS 9"x9' 'NDS' CATCH BASIN (PVT) . .. ............................... . ® 2 EA STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERL OF 5:30 P.M. AND 7: 30 A.M. NOR ON SA TURDAYS, SUNDAYS AND CITY RECOGNIZED CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR SIGNED. HOLIDA YS, EXCA VA T70N OR EMBANKMENT SLOPES WHICH ARE LIABLE r0 BECOME LOOSENED 2x2' CA TCH BASIN w/ STORM WA TER FILTER TER (PVT) FOR BMP - (PER DET 21SHT 5). . ® 1 EA SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL MARK BURIiELL, C.E.G. 2 1 rl #Y �� R r' Ap m ,,� 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. EXPIRATION DATE: 05 6 F' .76 2 E xo t - AC TRENCH RESURFACING PER CITY OF ENC INITAS STD DWG . .......... . 15 SF - BEEN HELD ONE TF WITH THE FOLLOWING PEOPLE PRESENT: r: C1 TY INSPECTOR; TOR : CIVIL 5 • , , ALL TREES BRUSH GRASS AND OTHER OBJECTIOBLE MATERIAL SHALL BE NA .z t ENGINEER; SOILS ENGINEER; GRADING CON TRACTOR AND FERMI T7EE. THE Pl4EGRADING COAST CEOTECHNICAL PILED OR OTHERWISE DISPOS OF OFF THE SIT BY THE � 6" TYPE A AC DUCE PER SORSD G -5 10 LF COLLECTED, 779 ACADEMY DRIVE '€ ........ . ... . . • .......... . MEETING SHALL BE SCHEDULED WITH THE CITY A r LEAST 48 HOURS IN ADVANCE B Y CONTRACTOR SQ AS r0 LEAVE THE AREAS THAT HAVE BEEN CLEARED W'I TH A CALLING 760 633 -2770. SO�LANA BEACH, CA 92075 �i0 � � �3, _:� � �- ,� C ) NEAT AND FIN! APPEARANCE FR FROM UNSIGHTLY E .. SHED E CE EE OM U SIGH TL DEBRIS. APPROVAL (858) 755 - 8622 - 1 WA TER SERVICE PER SD MR) P -2A . ................... ....... . yy _ 1 EA LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND �E 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS r0 ANY PROPOSED CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. W.D. P- 382033 !� CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT 70 AND 12 N ST04#M DRAIN (AWMAti) HDPC RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE ' DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQ UIREMEN TS THE CITY E OF DECLAfMl Xwe TEMPORARY CONTROL ENGINEER MAY IMPOSE Wf TH REGARDS TO THE HAULING OPERATION. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR r0 SEE SHEET 6 FOR EROSION CONTROL NOTES I HEREB DECLARE THA r I AM THE ENGINEER OF WORK FOR THIS TEMPORARY GRAVEL BAGS - 2 ROWS HIGH MIN .. ................... . 1, 500 EA FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN AS- GRADED PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE I_ SEE SHEET 6 FOR H YDROSEED NOTES DESIGN OF THE PROJEC AS DEFINED IN SECTION 6 703 OF THE SHALL ALL BE PROVIDED STATING: " ,ADING DER Ps " h10. U TEMPORARY SILT FENCE ............. . .... . .... --x >� -�t t, 29O LF HAS Eh[ PERFORMED IN SUBSTANTIAL COMFORANCE WITH THE APPROVED BUSINESS AND PR CODE AND THAT THE DESIGN IS SEE SHEET 6 FOR S TORM WA TER POLLUTION CONTROL BMP NOTES CONSISTENT TEN r WITH CURRENT r STANDARDS. CQRAD►NG PL!AI OR AS S'HOMW ON TIE ATT QWD AS THIS STA TEIfEN r H YDROSEED SLOPES .................................... 9, 000 SF QU SEE SHEET 6 FOR SAN DIEGUI TO WATER DIS TRIC T NOTES I UNDERSTAND THAT THE CHECK OF THE PROJECT DRAWINGS AND CER TtF#ES SAID GRADING OUJU 77ON . SPECIFICA TIONS B Y THE Cl TY OF ENCINf TAS IS CONFINED r0 A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WC)RK, B. NO T nCA 77ONS OF MY RESPONSIBLE TIES FOR PROJECT DESIGN. 1. THE EXISTENCE AND LOCA 77ON OF UNDERGROUND U TIL# TIES PIPES AND S TRUC TURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF A VAILABLE RECORDS. TO STORM WA TER CON TROL �! CSC} B Y. DATE: .c ��� O THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING U TIL1 TES EXCEPT AS SHO WN DEVELOPMENT OF THIS PROJECT SMALL COMPL NTH ALL REQUIREMENTS OF STATE WA TER MICHAEL K. PASKO PROPER TY LINE TOP OF SLOPE BERM ON THESE PLANS, HOWEVER. THE CON TRA C TOR IS REQUIRED TO TAKE DUE RIESOURCES CONTROL BOARD (S WRC B) ORDER NO. 99-06 N. P. D. E. S. GENERAL PERMIT NO. R.C.E. 41022 EXP. 313112007 PRECAU TIONARY MEASURES TO PROTECT ANY EXISTING U TILI TIES OR STRUCTURES CAS0000020, WASTE DISCHARGE REQUIREWENTS FOR DISCHARGES OF STORM WATER RUNOFF 2525 PIO PICO DRIVE SUITE 102 CARLSBAD , CA 92008 (760) 753 -1453 42.2 EXISTING GRADE DIRECTION OF FLOW LOCA TED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CON ASSOCIATED NTH CONSTRUC 71ON ACTIVITY. IN ACCORDANCE NTH SAID PERMIT A STORM 3 .. __� THE FOLLOWING OWNERS OF SAID U TILI TIES OR STRUCTURES PRIOR TO ANY WATER POLLU T70N PREVENTION PLAN (SMPPP) AND A MONI TORING PROGRAM PLAN SHALL BE ENX3AEER a WOW hVT PAD = 341.5 PAD ELEVA TrON EG EXISTING MADE EXCA VATION, FOR VERIFICA AND LOCA TION OF UTILITIES AND NO OF DEVELOPED AND IMFUW NTED CONCURRENT NTH THE COMMENCEMENT OF GRADING ACTIVITIES, COMMENCEMENT OF WORK: AND A COMPLETE AND ACCURATE NOTICE - OF - IN TEN r (N01) SHALL BE FILED NTH THE SWCB. PRIOR TO USING THESE PLANS FOR ANY CON TRAC TURAL OR WORK PURPOSE A COP OF THIS P#ROJEC T SHALL BE FILED NTH THE CITY OF ENC�INI TAS WHEN RECEIVED; THE ENGINEER OF WORK SHALL BE CON TA C TED IN WRITING FOR HIS CURRENT FF = 342.0 FIND FLOOR ELE VA TIrON FG FINISH GRADE A. SEPTIC - COUNTY OF SAN DIEGO HEALTH DEPARTMENT - FURTHER, A COPY OF THE TED NOI FROM THE SWRCB �MNG THE PERAB T NUMBER WORK AND SAFETY REQUIREMENTS AND GENERAL WORK NOTES WHICH MAY: BE .3 (76 0) 4 7i - 0 730/940 - 2861 FOR THIS PROJECT SHALL BE FILED WITH THE CI OF ENCINI TAS WHEN RECEIVED. MORE RESTRICTIVE THAN THOSE SHOWN HEREON; AFFECT THE WORK; AFFECT 3� FINISH GRADE DL DA YL1GH r B. GAS dr ELECTRIC - SAN DIEGO GAS ©c ELECTRIC CO. - (800) 422 -4133 THE COST OF THE WORK. IN ADDITION, THE UNDlERSKNED AND SUBSEQUENT OIMVE S OF ANY PORTION OF THE EXISTING CON TOUR GB PROPERTY COVERED BY TES GRAD9VG PERMIT NO. 7962 -G AND BY THE SMRGE ORDER 0 *%L=R ` S , UMBER 99 SUBSEQUENT GRADE BREAK C. WA TER - SAN DIEGUI TO WA TER DISTRICT - (760) 633 -2709 N _ 06 DWG AND ANY A NDMEN TS THERETO SHALL WITH FINISH GRADE CONTOUR PVT PRI VA TE D. TELEPHONE - SBC - (800) 489 -3441 SPECIAL PROVISIONS AS SET FOR7H IN SECS C.7 OF SMRC9 ORDER NO. 99 -08 DIG. IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO .-- }�- -__ E. CABLE r. V. - DANIELS CABLEVISION - 1- 800 - 422 -4133 DOG ALERT SIGNATURE: DA YL#GH r LINE MOM _ - THESE PLANS. IT IS FUR THER AGREED THAT THE O W 4ER (DEVELOPER) SHALL HAVE A ALL QUANT1 TIES SHOW HEREON ARE FOR 1-800- 422-4133 B YMOND A. NG, S T EE DA TE REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR FILL SLOPES (2: ID 1 MAXIMUM) ONLY A SHOULD NOT ADDI TIONS TO THESE PLANS WHICH THE CITY ENONEER DETERMINES -T BE CON RED ACCURATE OR CERTIFIED , 2, CONTRACTOR S1 -HALL NOTIFY THE CITY ENGINEERS OFFICE 48 HOURS PRIOR r0 S1GNA TURF: f o;� - 14 - a 00� ARE NECESSARY AND DESIRABLE FOR THE PROPER COMPLETION OF - - QUANTITIES QUAN TI TIES SHOM�IV SHALL NOT � BEGINNING ANY WORK ON THIS PROJECT. PHONE (760) 633-2770. B Y: PA MELLA G, US TEE DA TE IMPRO VEMEN IS. _ V -�_ CUT SLOPES (2.'l MAXIMUM) BE USED FOR CON TRACT PUSS. E JU N � 3. THE CONTRACTOR SMALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. OWNER THE R E VO C AB LE A I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST PHONE (760) 633 - 277th. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL G E OC BLE TRUST DATED 1/171 HAS BEEN OR WILL BE RETAINED r0 SUPERVISE ALL GRADING ACTIVITY BE SUBJECT r0 REJECTION AND REMOVAL. AND AD VISE THE COMPA C ON AND STABILITY OF THE SITE. SHUT INDEX.- � SHE ET 1. TITLE SHEET / NOTES ACT APHY: SIGNATURE: i SHEET 2: GRA PLAN - WEST i/2 OF SITS KEY MAP, DETAIL c� ° 1� �r 3: GRADING PLAN - EAST f 2 OF S7 T& DETAILS TOPOGRAPHIC SURVEY BY FIELD SURVEY METHOD PROVIDED BY WOWS LAND SURVEYING, / Y. RA YM D JUNG, TRU TEE DA TE SHEET 4: EROSION CONTROL PLAN - WEST 112 OF SITE PERFORMED BY S TE VEN L. MOo�D� � 6427, IN JANUARY, 2003. I��rouf d 8w Als�'t B �r 5: ER�lory CONTROL PLAN -EAST 1 3 OF SITE, NOTES LEGAL TM: SIGMA TiJRE. �'� � � � � � C E DA TE � ../ SHEET 6. NOTES c, A PORTION OF THE NORTH HALF OF THE NOR TH MES r QUARTER OF SECTION 14, TOWNSHIP 13 C aN . T(XL F REE Y.• PAMELLA J G, � 1 SOUTH, RANGE 4 WEST, SAN BEIRNARDINO MERIDIAN, IN THE CI OF ENCINI rAS, COUNTY OF SAN I t DIEGO, STATE OF CALIFORNIA. (FOR COMPLETE DESCRIPTION REFE DEED RECORDED AS , OWNER: THE JUNG REVOCABLE TRUS DATED 1 11711996 � � t / I I DOC. NO. 2002- 0293813 FILED IN THE OFFICE OF THE COUNTY OF SAN DIEGO COUNTY 1 800 14 `� ON APRIL 9, 2002.) 422 -4133 O WNER ADDRESS: 2034 SANTA FE AVENUE, DEL MAR, CA 92014 L, 9 LTS GARY DATA TELEPHONE: (858) 755 -121 O s -- - - - - - -- - PTAs S9 220 ;& �� E ;s f D ALL BOUNDARY DATA IS RECORD PER TW DOS BEFORE YOU MG O Q EL K. RECORD OF SURREY 17435 SITE ASSESSORS PARCEL NO 259 - 131 -54 MANGO VEM� DR. �� ►* ' �• i A.P.N. 259- PARKS & MC A T 11 DVARIbEN ENC INITAS FIRE DEPARTMENT SAN DIEGLVTO WA TER DIS ° R. C. E. 41022 EXP. 3131 1200 7 DA TE c9 Na 410n REVIEWED 8Y: SATE ' NOT ASSIGNED e * "' • c ac EIS 3-31 -2�7 * coo 3, y A" 0° 311 jffff l `! O �` F �� INSPECTOR DA TE - DA TE BY. D TE BY: DATE DF C A1. APPROVAL EXPIRES TWO YEARS FROM DA TE SHED NO SCALE REVISIONS APPROVED DATE REFERENCES DA TE BE) CH A"RK OC 0073 SCALE PLANlII NG & BUILDING DESIGNED $ Y DRAM $ Y CHECKED B Y APPROV C ITY OF EN CI N ITAS ENGINEERIN DEP AR TAB EN T (RAC NQ. � BENCHMARK: S.D. CO. SURVEY MONUMENT PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPRO GRADING PLAN FOR: X1836, SASS DISC IN STANDARD WELL HORIZON TAL: N/A 7 MONUMENT ! IN r OF ENGYNI TAS BLVD & ` . f' �.., �� _ B Y: eY: - JUNG RESQENt�E �1- Sf TPA /GDP SEEMAN DRf VE, S TA 60 +60.25 PER R. S. VERTICAL, NIA DATE. �.��T,a 70 o MO 458 -6s - , ( OZQ!T= APN 259-131-54 0 . � ENGINEER OF K R. C.E. 41022 DATE. Z 1 Z Q D DATE. �,� 2 ELEV. 315.50 DATUM. MSL, NGVD 29 Y. v DA TE MICHAEL K. PASKO EXP. 313112007 T TLE SHEET SHEET OF 1 6 � Dec 23, 2003 - 12 :09 P: \00 -007 Jung/Dwgs100007GP1.DWG PLOT 0 1 =20 NoText NoText NoText NoText NoText F AD NOTES E NERA► ; L WORK SHALL BE DONE IN ACCORDANCE WiTH THESE PLANS, THE STANDARD FICATIONS FOR PUBLIC WIORKS CONSTRUCTION, THE DESIGN CONSTRUCTION ARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL C. GRADING ENVNIC NMENTAL DATA' LEGEND' STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. ENGINEER OR UNDER THEIR DIRECTION. THEY SHALL INSPECT AND TEST THE 1) STEEPEST EXISTING NATURAL SLOPE ON -SITE = 13X ALL WORK SHALL BE DONE IN ACCORDANCE W TK THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION EXCAVATION, PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC 2. THE SOILS REPORT TITLED 0 PREUMfNARY GEOTECHNICAL INVESTIGATION, TWO (2) COMPACTION OF TRENCHES THEY SHALL SUBMIT SOILS REPORTS AS REQUIRED 2) MAXIMUM VERTICAL DEPTH OF CUT = 6.5 FEET WORKS CONSTRUCTION (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO PROPOSED RESIDENTIAL STRUCTURES, VACANT LOT NORTH OF 237 SEEMAN DRIVE, AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION REGIONAL STANDARD DRAWINGS (LATEST EDITION). ENCINITAS, CALIFORNIA", PREPARED BY COAST GEOTECHINCAL, DATED MAY 12, 2003 OF GRADING OPERATIONS THEY SHALL STATE THAT THE OBSERVATIONS AND TESTS 3) MAXIMUM VERTICAL DEPTH OF FILL = 4 FEET SHALL BE CONSIDERED AS PART OF THIS GRADING PLAN. ALL GRADING SHALL BE WERE MADE BY THEM OR UNDER THEIR SUPERVISION AND THAT IN THEIR OPINION, DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WiTi-I 4) AVERAGE DEPTH OF CUT = 1,592 cy x (27cf/cy)130,185 sf = 1.4 FEET WORK TO BE DONE IN SAID REPORTS. THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND EXCA VA TiONS 1,127 cy x (27cfIcy) /12, 955 sf = 2.3 FEET DESCRIPTION SYMBOL QUANTITY ARE ACCEPTABLE FOR THEIR INTENDED USE 5) AVERAGE DEPTH OF FILL = 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION CUT = 1,592 Cy AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHE SHALL FILL = C 1.127 (QUANTITIES SHOWN ARE FOR BONDING ASPHALT DRIVEWAY PAVING . ............................... 5,905 SF / PURPOSES ONLY AND ARE NOT TO BE (4 AC / 6• a -2 AB / 12' NATIVE a 95% RC - TO BE FIELD VERFEo w/ R -VALU EST E TING) IN CONJUNCTION WITH CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO EXPORT = 465 CY NET CONSIDERED ACCURATE OR CERTIFIED IMPROVEMENT PLANS. FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT 1,214 QUANTITIES. QUANTITIES SHOWN ARE NOT ASPHALT DRIVEWAY ENTRANCE PER CITY OF ENCINITAS STD DWG........ 230 SF 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. EROSION OF FRESHLY GRADED AREAS UNTIL SUCH 77ME AS PERMANENT DRAINAGE REMEDIAL Cy TO BE USED FOR CONTRACT PURPOSES) ( 4 • AC / 6 CL -2 AB / 1Y NATIVE • 95X RC - TO BE FIELD VERIFIED w/ R -VALIIE TESTING) AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. PCC HEADER STRIP (PER DET 3/SHT 5) ........................... 102 SF 5. ADJA N CTOR SH ALL -TA KE DU R ING GRADING OPER PRE AU N O THING DAMAGED P OTECT 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL u9MS E11U NEER'S CERTIFICATE BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE PCC STiG4 /6Nf I�EIIDIIVALt,SDRSD D -V, TYP , , , , , , , , , , , , , , , , , , ,, _ 1 EA DESTROYED SHALL BE REPLACED OR REPAIRED TO THE CONDITION EXISTING PRiOR TO MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR 1 MARK BURWELL, A REGISTERED GEOLOGIST IN THE THE STATE OF CALIFORNIA AND GRADING. FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND PRINCIPALLY DOING BUSINESS iN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY LANDSCAPE -LINED DRAINAGE DITCH - FOR BMP (PER DET 31 3), , , , , , , . 350 LF ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SiTE WAS 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND THEN COMPACTED DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A MADE BY ME OR UNDER MY DIRECTION ON MAY 12, 2003. ONE COMPLETE COPY OF THE ROCK -LINED DRAINAGE CHANNEL -FOR BMP (PER DIET 1/5HT 4), , , , , , , , , '=V `=V � 295 LF WHICH IS DISTURBED OR DES REGISTERED CIVIL ENGINEER R A LICENSED LAND SURVEYOR. TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTORS RESPONSIBILITY SOILS REPORT COMPILED FROM THIS STUDY WITH MY RECOMMENDATIONS HAS BEEN TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE 6" STORM DRAIN (PRIVATE) SDR351 40 PVC. - -- 6 - 116 LF 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, SPECIFICATIONS GRADING PUNS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, DA TED MAY 12, 2003 HAVE BEEN INCORPORATED IN THE GRADING PLANS AND STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO SPECIFICATIONS 4' SUBDRAIN (PER DIET 1/5HT 6) ............................... - - - 270 LF PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS THE SLOPES OF 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) MILE OF A EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS 9 "x9" 'NDS' CATCH BASIN (PVT) . .. ............................... . ® 2 EA DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR SIGNED OF 5:30 P.M. AND 7.30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED 2'x2' CATCH BASIN w/ STORM WATER FILTER (PVT) FOR BMP - (PER D£T 2/�F1T 5). 1 EA HOLIDAYS SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL MARK BURWELL, C.E.G. MR VI rl-WAY sinfstNA Er DATE 3-Z -0 9. NO GRADING OPERATIONS SHALL COMMENCE UNTiL A PREGRADING MEETING HAS BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. EXPIRATION DATE. 05 -2004` �r _4 F' 782 ExA 12 -T�oS f �: AC TRENCH RESURFACING PER CITY OF ENCINITAS STD DWG 15 SF .. .......... . BEEN VEER• SOILS ENGINEER; GRADING CONTRACTOR P AND PERMITTEESTHET CIVIL 5. ALL TREES, BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL SHALL BE COAST GEOTECHNICAL DO9 i�'G �l 6" TYPE A AC DIKE PER SDRSD G -5 . 10 LF E COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE 779 ACADEMY DRIVE 1 w 782 ii MEETING SHALL BE SCHEDULED WITH THE CiTY AT LEAST 48 HOURS IN ADVANCE BY CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WiTH A SOLANA BEACH, CA 92075 U?I ��" Ems• 12-31 -05 A CALLING (760) 633 -2770. NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF ( ) 755 -8622 ' 1" WATER SERVICE PER SOWD P -2A . .......................... . w -� t EA LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND cn G� ^P � 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CITY ENGINEER PR10R TO THE DISPOSAL OF ANY SUCH MATERIAL. ' �9� CHN \� �� fit" CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND W.O. P- 382033 , F /2" SToI�M DRAIN rPRwA1*1 A/OPJ< ZA . Lf DEVELOPER SHALL L COM O PLYY WITH ALL E CONDITIONS AND LI THE CITY THE REQUIREMENTS TEMPORARY EROSION CONTROL ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. SEE SHEET 6 FOR EROSION CONTROL NOTES 1 HEREBY DECLARE THAT 1 AM THE ENGINEER OF WORK FOR THIS TEMPORARY GRAVEL BAGS - 2 ROWS HIGH MIN .. ................... ®�® 1,500 CAA 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO PROJECT, THAT 1 HAVE EXERCISED RESPONSIBLE CHARGE OVER THE FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN AS- GRADED CERTIFICATION SHALL BE PROVIDED STATING: " TEE GRADING UNDER PERMIT NO. SEE SHEET 6 FOR HYDROSEED NOTES DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE TEMPORARY SiLT FENCE .................................... X--w *-.w W-W 1.290 LF 79S 2 - HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS GRADING PLAN OR AS SHOWN ON THE ATTACHED AS GRADED PLAN." THIS STATEMENT SEE SHEET 6 FOR STORMWATER POLLUTION CONTROL BMP NOTES CONSISTENT WITH CURRENT STANDARDS. HYDROSEED SLOPES, 800 SF ....... ............................... • SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO SEE SHEET 6 FOR SAN DIEGUITO WATER DISTRICT NOTES I UNDERSTAND THAT THE CHECK THE PROJECT DRAWINGS AND CERTIFIES SAID GRADING OPERATION. SPECIFICATIONS BY THE CITY OF E IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, B. NOTIFICATIONS OF MY RESPONSIBILITIES FOR PROJECT DESIGN. PLAN sMueoL QESCR/PnoN PLAN MeaL DE SCM 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES PIPES AND STRUCTURES STORM WATER RESOURCES CONTROL BOARD (SWRCB) BY `. `2� DATE: �� g. Zy, 2 0o ` R OBTAINED Y A WN N THESE PLANS WE RE OB SEARCH OF AVAILABLE RECORDS. TO E B S SHO O PROPERTY LINE TOR SLOPE BERM DEVELOPMENT OF THIS PROJECT SHALL COMPLY WiTH ALL REQUIREMENTS OF STATE WATER MICHAEL K. PASKO -I THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN R i� �M � ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE RESOURCES CONTROL BOARD (SWRCB) ORDER NO. 99 -08 N.P.D.E S. GENERAL PERMIT NO. R.C.E. 41022 EXP. 313112007 PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES CAS0000020, WASTE DISCHARGE REQUIREMENTS FOR DISCHARGES OF STORM WATER RUNOFF 2525 PIO PICO DRIVE, SUITE 102, CARLSBAD, CA 92008 (760) 753 -1453 32.2 EXISTING GRADE .. ------ a m- DIRECTION OF FLOW LOCATED AT THE WORK SiTE IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ASSOCIATED WITH CONSTRUCTION ACTIVITY. IN ACCORDANCE WITH SAID PERMIT, A STORM �y THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY WATER POLLUTION PREVENTION PLAN (SWPPP) AND A MONITORING PROGRAM PLAN SHALL BE ENOWER OF W O'r11� N0 7E-' PAD 341.5 PAD ELEVATION EG EXISTING GRADE EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF DEVELOPED AND IMPLEMENTED CONCURRENT WITH THE COMMENCEMENT OF GRADING ACTIVITIES, COMMENCEMENT OF WORK: AND A COMPLETE AND ACCURATE NOTICE -OF- INTENT (NOI) SHALL BE FILED WITH THE SWRCB. PRIOR TO USING THESE PLANS FOR ANY CONTRACTURAL OR WORK PURPOSE A COPY OF THIS PROJECT SHALL BE FILED WiTH THE CITY OF ENCINITAS WHO R CEIVED.- THE ENGINEER OF WORK SHALL BE CONTACTED IN WRITING FOR HiS CURRENT = 3425 FINISH FLOOR ELEVATION FG FIDH GRADE A. SEPTIC - COUNTY OF SAN DIEGO HEALTH DEPARTMENT - FURTHER. A COPY OF THE COMPLETED NOI FROM THE SWRCB SHOWING THE ER (760) 471 - 0730/940 -2861 WORK AND SAFETY REQUIREMENTS AND GENERAL WORK NOTES WHICH MAY: BE �40y FINISH GRADE DL DAYLIGHT FOR THIS PROJECT SHALL BE FILED WiTH THE CITY OF ENCINITAS WHEN RECEIVED . MORE RESTRICTIVE THAN THOSE SHOWN HEREON, AFFECT THE WORK, AFFECT B. GAS & ELECTRIC - SAN DIEGO GAS & ELECTRIC CO. - (800) 422 -4133 THE COST OF THE WOK. iN ADDITION. THE UNDERSIGNED AND SUBSEQUENT OWNER(S) OF ANY PORTION OF THE EXISTING CONTOUR G8 GRADE BREAK � C. WATER - SAN DIEGUITO WATER DISTRICT - (760) 633 -2709 PROPERTY COVERED BY THIS GRADING PERMIT NO. 7962 - AND BY THE SWRCB ORDER O WNER ' S STATEMENT' � pyT PRIVATE � NUMBER 99 -08 DWG AND ANY SUBSEQUENT AMENDMENTS THERETO SHALL COMPLY WITH FINISH GRADE CONTOUR D. TELEPHONE - SBC - (800) 489 -3441 SPECIAL PROVISIONS AS SET FORTH iN SECTION C.7 OF SWRCB ORDER NO. 99 -08 DWG. iT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO -" THESE PLANS. DAYLIGHT LINE NOTE. E CABLE T.V. - DANIELS CABLEVISlON - t- 800 - 422 -4133 DIG ALERT SIGNATURE: 0� !T IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A ALL QUANTITIES SHOW HEREON ARE FOR BONDING PURPOSES ONLY AND SHOULD NOT .. 1- 800 - 422 -4133 BY` YMOND A . IN G, ` STEE DATE REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES. ALTERATIONS OR _�TT FILL SLOPES (2:1 MAXIMUM) BE CONSIDERED ACCURATE OR CERTIFIED ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES p 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO SIGNATURE: - DO� ARE NECESSARY AND DESIRABLE FOR THE PROPER COMPLETION OF QUANTITIES QUANTITIES SHOWN SHALL NOT c A ' r BEGINNING ANY WORK ON THIS PROJECT. PHONE (760) 633 -2770. BY: PAMELLA J , USTEE DA IMPROVEMENTS. CUT SLOPES (2:1 MAXIMUM) BE USED FOR CONTRACT PURPOSES. It I a THE CONTRACTOR SHALL GIVE 24 HOURS NOiTCE ON CALLS FOR INSPECTION. OWNER: THE JUNG REVOCABLE TRUST DATED 1/17/199 1 HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST PHONE (760) 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WiLL HAS BEEN OR WILL BE RETAINED TO SUPERVISE ALL GRADING ACTIVITY SHEET ' BE SUBJECT TO REJECTION AND REMOVAL. AND ADVISE O�V THE COMPACTION AND STABILITY OF THE SITE. SHEET 1: TITLE SHEET / NOTES � PROJECT TOPOGRAPHY SIGNA TURE: \�Q� �� a /a -.;t SHEET 2: GRADING PLAN - WEST 1/I OF SITE, KEY MAP, DETAIL SHEET 3: GRADING PUN - EAST 112 OF SITE, DETAILS WI TOPOGRAPHIC SURVEY BY FIELD SURVEY METHOD PROVIDED BY )ODS LAND SURVEYING, BY. RA YMOND JUNG TRU TEE DATE SHEET 4: EROSION CONTROL PLAN - WREST 112 OF SITE PERFORMED BY STEVEN L WDODS� PLS 6427, IN JANUARY, 2003 Underground Service Alert SHEET 5: EROSION CONTROL PLAN - EAST 112 OF SITE; NOTES AL DESCRPPT10 . SIGNATURE: � a c i 5 � . � 1 � � G \ ✓ SHEET 6: NOTES A PORTION OF THE NORTH HALF OF THE NORTHWEST QUARTER OF SECTION 14, TOWNSHIP 13 Call TOLL FREE Y PAMELLA J J G, E DATE 1 1 r-'41 rn SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, iN THE CITY OF ENCINITAS, COUNTY OF SAN Z DIEGO, STATE OF CALIFORNIA. (FOR COMPLETE DESCRIPTION REFERERENCE DEED RECORDED AS 1 - 800 OWNER THE JUNG REVOCABLE TRUST DATED 1/17/1996 , r 14 DOC NO. 2002- 0293813 FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY OWNER ADDRESS 2034 SANTA FE AVENUE, DEL MAR, CA 92014 EN (' R E ON APRIL 9, 2002.) 422 -4133 BOUNDARY DATA TELEPHONE (858) 755 -1210 CINITAS 2 • • s 220 t AS 6u11.T ALL BOUNDARY DATA IS RECORD PER TWO WORKING DAYS BEFORE YOU DIG O Q K. A H, f` MANGO VIEW DR. t► �.- RECORD OF SURVEY 17435 SITE ASSESSORS PARCEL NO. 259 - 131 -54 BLVD. �� �� 4`rt �s A.P.N. 259 131 -54 PARKS & RECREATION DEPARTMENT ENCINITAS FIRE DEPARTMENT SAN DIEGUITO WATER DISTRICT c ' Na 41021 R.C.E 41022 EXP. 313112007 DA TE SITE ADDRESS NOT ASSIGNED * EKES ��- „� .� REVIEWED BY- %p U 5 8 C/V i 1. .�►�! 9 ,� , y 3�/� m rF o� o A BY DATE BY DATE WC1N� MAP OF CA1.k D TE VY INSPECTOR DATE APPROVAL EXPIRES TWO YEARS FROM DATE SIGNED N REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK OC 0073 SCALE PLANNING & BUILDING DESIG BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. SUR BENCHMARK: S.D. 11836, BRASS DISC . S A EY MO WELL NT HORIZONTAL: N/A PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPRO GRADING PLAN FOR: - 79 62-G o MONUMENT O TNT OF ENCINITAS BLVD �1� l/ DATE. 7 -e 6� Zoe BY. BY JUNG RESIDENCE 01 - 186 TPM /COP SEEMAN DRIVE, STA 60+60.25 PER R. VERTICAL: N/A k 1` � ( � ENGINEER OF WORK R. C. E 41022 DA TE.' - 1217.9 L o4 DA TE: _1A APN 259 - 131 -54 � - ELEV: 315.50' DATUM: MSL, NGV0'29 ff y. OA TE MICHAEL K. PASKO EXP. 313112007 TITLE SHEET SHEET 1 OF fi O U Dec 23, 2003 - 12 P:\00-007 Jung \Dwgs \00007GP1.DWG PLOT 0 1 =20 I EXISTING ROADSIDE I / I r �t / ^ r / .t I t / I t �I / 1'� NOTE: ALL EXISTING UTILITIES SHOWN HEREON ARE RECORD PER CITY DRAWING ES -146 I 2b' r' t DRAINAGE COURSE I v + I v / `t .i / `t I v v v / `t IN vv 1TNG � I 10' 5' 0'' 10' 20' I _ _ I ? _ r FILTER t / ( GARDEN WALLMA`fdE7GHT 2' (NO J W 1 1/2 CRUSHCED FABRIC ORIGINAL Zao¢ DRAINAGE F4 p ` RIGHT- -�N►AY ' SCALE: 1 " =10' I I ^ r �N �I A T �t ; ^ �) A %A/ ^ �� k A PERMIT�EQUI N USE` •SDRSD -C -2 = W GRADE EX TING FL EXISTING I I .: L v I `t I i �� .i I \ `t v r . L.. I V I . OR,ItiIODULAI� BLOCK- TYPE' WALL A5 FIRE HYDRANT - N i w v t Z _ _.�_ .� - _.. __ _ APPROVED BY SOILS ENGINEER AND � 9 L G 8'� AC INST 1' TER LATERAL �� _ E - # i 2 2 CATL^H BASIN PER DET 1 I A L A I , r ^ a' �' ^ f �� r\ �^ ` I .� - =,� INSPECTOR SEE SHEET 3r _ p �- - '' •. • DIKE T p DIDIRECT L- tN� `� �. � ��+ -;' i : I � i � � � � . �, .. I ► INSTALL IVE1M 1 " DUAL 2�5HT 5 w/ STORM WATER y PER SD , P�2A `2. SOUTH r � I v 't `�. � �.. � :� y �\ V .�' i i / 'v. l .. � �,� Y 7TEJ FLAW TO OF Pt . CONNECT - ;T MAID! - IN a � 15" THK MIN UNLESS OTHERWISE WATER SERVICE PER SDWD fTL1ER INSERT 346.33 GRATE I R d I [--6.8 ... ' FACE DRIVE I ,�, SEEMAN DIVE AS SHOWN n N >r a P -2A FOR PARCEL B ,`34`4. I.E. Oi�.I -�. r SOILS ENGIN Y, r N89 36 06 W 348.18 �° ' I • ? �, --- ` l BSE 1 112 scH 40 PV I - _ 1 - 1/2 SCH 46 PVC SECnoN A -A Al X 3 4 ,49 - . ' ` �� ` A SERVE _- Q ..._� _.__ - - - 353 3 a- - X55 WATER SERVICE 3 50' rn rn NORTH PROPERTY UNE 3 47 W }! 27.23 w A .. w w A W w w 000000 0 000 F ,TREEY 49' O lox .� < y s N r '_ � o ° o ° o ° I ° 0 ° 0 ° 0 ° 0 0 0 0 0 0 0 0 0 0 } �' t 4 SDR -35 j ° o ° o ° o o ° o ° o ° o ° o ° o ° 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ._ _. _� k r � PCC k` b�• t �n V 2 k k h. ' k. k. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 ■rv �i ALL , �, , S N ?c ;EDGE HDR N 7 , k �t. N ;` "� SEWER I N 100' N r ; 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 { ; t'A/q 4 1 .DOX O.00X �; SERVICE 1 p :OOx r , , 000000 000000000000000000000000000000000000000000 000 WORK WITHIN 1`C F 0 - . io N 000000 0000000000° 000000 °000000000 °0000000000 °0 6 0 0 0 0 0 0 0 THE SEEMAN EX� 9.50 1�� ; °o°o°ogo °o °o °0000000000000000000 3 1`- �,.._- `. .8 ' - �. Z •• 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 DRIVE ROAD s I .:' t . 1 s 9.59 10. s .x s ,- •1 ,6 22.5 0 0 0 000 ° ° 0 0 ° 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16• EASEMENT ; I s° •• • s s Q o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 i + �+ w w 348.90 w ' w o °o ° o ° 0 0 0 0 0 0 0 ° 0 ° 0 ° 0 ° 0 ° 0 ° 0 ° 0 ° 0 ° 0 ° 0 ° 0 ° 0 ° 0 ° 0 ° 0 0 REQUIRES A �,► i I♦ '� x cn cr �, 0..5 �,' ', 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 , rnc*� 00000 0 °0° 00000°0°0 °0 °0 °0 °0 °0 °0 °0000000 °0 °0 °0 °0 °0° RIGHT OF N ' s - ( °' 8 TRANS' 1 4 5 - O 5x X - FA11„ 8 TRANS �'' �• 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �, i 89 36 W 170:42 LL! •• •• 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 WAY PERMIT '. •• '' •`• 000000000000000 AC DRIVEWAY _ _ 000 000000 ,- �' / (n 0 0 0 0 0 0 0 0 0 ° 0 0 ° 0 ° 0 ° 0 0 ° 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �_ f - _ � - W 00000 0° 000 °0 °0 °0 °0 °00°0 °0 °00°0 °0 °00 (Q &f FRANCE r2 EA) T - - - - - - "�' I - - 00000 00000000 0 8' TRANS 45' O 5X )BANS 3 1 PCC ; HDR 0 0 0 // X -FALL 8' r _ I I 20 O �r �0' AEG PCC ADEN - STRIP o p HEADER \ I 20' A 12.00 ¢ _ 10. - S IP O CB �. MIN 82 O STRIP -L r? "� i I k k k \ 4 N ►� C '� I I 3 _ f , 356 HIGH PO ; RT I -� EX s I - , DETAIL 1 NOT TO SCALE , I I I ELECTRIC TRANSFORMER I I I I STABILIZED CONSTRUCTION ENTRANCE 3' /� � INSTALL 4' SEWtR�1 AL SEE SDG&E DIWGS + I 3 I I I rn `o o k i f ~' FG PER SDRSD S -13 5 } r EDGE OF DRIVEN CONNE • 42.24 N 6 I r I I '� I .I I ) PARCEL 2 PARCEL 1 SCH 40 PVC B MAIN IN SEEMAN DRIVE , s , , 'I I ' 1 PVT SD O 1.18 _ '`�+� '� 1 I I ( s 6' 6' I I w I I I 3.5 1 3* 1 O y t • '� ) '� AC AC SLOPE ALONG iFiOAD ? EASEMENT LEGEND: I I TO UNDULA TE AND APPEAR t $ I I I I ADJACENT NORTH DRI VE SOUTH DRI VE BUILDING - IRREGULAR, NQT q EXISTING EASEMENT POR PU0JC ROAD w w w c.�' w I I PROPERTY TO PADS C & D TO PADS A d; B PAD p SSH MANUFACTUREQ ' TO TH PURPOSES GRANTED . CI TY OF TO NORTH I I I I t x o r PCC HEADWALL I E NCINITAS AS SUCCESSOR 0 THE 0.5' SHO _ r I I I I DU)ER K -LINED P AD I _ AD 8 V W a PER SDRSD D 3 COUNTY OF SAN DIEGO v T PER DET 3, ( ,- w w w w w w z �_ I I I 0' TYPICAL DI T 3 SIMILA t �. L =6 I cn c n u, Ln U I I HOLDER PER EASEMENT RE ORbEO I I I 2 MAX 2 OR 5 2Z OR 5% ( ) I r ;` co o APRIL 21, 42 IN B60K 1 34, PAGE I EXTEND/TRIM Z T 4 ` EXCHANGE EXISTINt� 1-412 I 1 r % p j - 11 X -SLOPE 2.5 X -SLOPE ;C N r k I 1 1 lam► - 7 OF CIA REfdRDS M I I �e PER PLAN PER PLAN SIDE SL PP AS .REd'D f .., ¢ WATER M ETER FOR I NE�V 1 N Cra `-- Cat k I � OVER AND 'ACROSS ROAD tURVEY I I J DUAL'► METER PER SDWb L's N I- C' - ; { �-- P -2A N FOR PAR EL E 892). Q t I I t r SE / x EXISTING EASEMENT FaRR THE .� �! EX `� -A ••:... •.�:•;: �TING 4 R f. # 8Q 1 .. •::::•::;•::::•::;•::: g I I � . 1'�'E � ,: ! - PRIVILE GE OF LAYING A PI R E UNE" :`:`:;:::::::: SLOPE MAY VARY DITCH : LATERAL AND CLEAN # I R I ' t. I # �u 16, (2:1 MAX) - SEE a. a► �► OUT FOR PARCEL B PER DOCUMENT RECORDED LY I = v 336.5 I.E.) VERIFY 1954 IN BOOK 5303, PAGE 104 - i J , f I ( 2 WIDE x 0 (2: 1) ( /� PLAN ► C OFFICIAL RECORDS IS NOT LOTTED OF 3t I ROCK -LINED ' WE SWALE BETWEEN 4 AC PAVING t i AN = DRI VES PER DET 2 HT 4 t HEREON. THE EXACT COCA ON 0 /5 t 1 , I t _ ? + IS NOT I _ i ,� I �` PAD EL � I i � � PAD EL I N (� I I I 12" NATI MATERIAL 6 CLASS 2 BASE O EXTENT OF SAID EASEMENT 95% R.C. EDGE j 355 DISCLOSED OF RECORD. # IEX AC t °' E �`" I ' ' r �+ I O TO 90% R.C. - 34 .I 8 E • ! F t �I - = I I .� �PROPOSED 5 -WIDE PRIVATI� STORM f I + _ I2 � ( I ,' EXIST1Nd TREE TO BE DRAIN EASEMENT TO BE GRANTED FOR I I I I SLOPE ALONG I = ( _ THE BENEFIT OF PARC B AT THE I __ I I R 0 W TO I I REMOVED TYPICAL _ ; UNDULATE AND ' FOR ALL GRADED PAD TIME OF SALE OF EITHER P�IRCEL A OR I I I SECTION A A NOT TO SCALE °' 3 1 I + / r SLOPE AREAS PARCEL B. I I I cq o APPEAR ' f I a lI 1 IRREGULAR NOT I ` I I PRI VA TE DRI VE = v I 1 F _ wl P�iVA unu . ao `, PROPOSED 1 D DE � i I t = 0 m ! MANUFACTURED t k 1 = I I z I J - /•._ AND SEWER EASEMENT TO E GRANTED I ( o W t ° p f CT FOR THE BENEFIT OF PARC L S A T THE I I = W o m :::.:. SEE DET 4 I 3 TIME OF SALE OF EITHER PARCEL A OR w w w w.• I I a PARCEL B. I w w v, �: c r, u, I I N I I, I ( < __ I J TYP TOP OF I SLOPE SHEETS 2 d1` 4 SHEETS 3 d1` 5 a BERM I f I I I ° EX FH + f D i�' I ' I WI ' ( I I + EXISTING 4 SEWER ,� �. - I I rn ll AL - I I i I AND CLEAN OU SEE SET 41SH T3 I , q 3 I TYP TOP OF SLOPE r FOR PCL A �. cn �, c r� or • BERM ��� • 335.8 1. E.) ^. kRIFY I I - '" ' "• I 1 ; ( I t CAU EXIST ' I I 0 N ( • I PA `1 PAD ,` z ROCK -LINED dR I I (I PAD PAD D I a r I - s i S UNDERGROUND POWER DIRECT , ,ALL PAD RUNOFF I j I 1 o # - ABA N EXISTING : CO CONDUIT I DIREG`T ALL PAD , LANDSCAPED-LINER TO LOW POINT THEN I I A I I B i ( C I I D 4" SE R LATERAL' �+! RUNOFF TO LOW N SWALE PER DE:'I` : I .::: ` ::. TO SWALE I P, I ..� I ! EXIST C'I*C POINT �, 7HEN JT3 \ :� I� I I I H � NOT USED) � i :•:::: •::.:; :: •,. \ 1: 3/SHT � 3 . J ;k `_, �, TRANSFORMER ti SWALE / �+~.. �' `� I Q SEE SDe�E PLANS / _ t I i _- I-- - } - - -- -- - x < SET BACK ` LINE LINE ' �, :. �_. -� - - - - -- - -- - -- - - -- - -- - I I -- P A RE L 1 �R A R q 1E L 2 I /SETBACI{ L A� - y ' I NORTH _ P PVT j ...:::: , p 354 I I a EX 12 D E � I W II I I \ i O 2. TO REMAIN a ,� I 341.0 1. E. IN (237 I I T 'a " ` _ \ ( v, I �.�� �_� - Jh�� Z- J �� - -�_� I W SEEMA DR. OWNEI?) ;.., 1`2 . . . - - -- - 26.84' .. . . ,.............. c,, �,, 5' I Z ' I, •: : t 1 2 d3 4 5 6 1`71.50' 7 8 9 10 11 1 1 14 15 �' W �3.y�RIVEWAY I •;: :'::•::•',::::: '::' ::'::':':'::::: END STEPPED CHANNEL PER CHANNEL STEP PER DET C r W c:� KEY MAP SCALE: 1" 50' f ,..................:. ENTRANCE TO . . N89 3 ,.. �,, � 06 3`48.54 S • • + t ••• �•• DET 1/SHT 4 N BEG NEW 12 1 1SHT 4 N SEE TABLE f/ CHAN Et S TEP �*' 7 SEEMAN ::: can w qW - ::.:::. ..... NFL =3 '' . :..... • ' SHT 6 FOR ELEVATION DATA t+' DRIV F HDPE SD (PVT) 44:80 (TYPICAL) ; _._ . _..... _, 1`r) 1� ........ Pop r::: ' :::..... AC 'DRI n �� 7 = u '� 0 l t 1 4 CAU . EXIST_ :::: :::: ::. CAUTION. EXIST Ex 1s' w (TO 237 SEEMAN DRIVE EX 1 GAS �L! L K' ►-+ L) ' UNDER ROUND PO l..: ) i ;_� t I v �. i . I I � .�t►E A c, f: ,^ UNDERGROUND POWER z LLJ } i s NW IJ/ 26 �0 NEW PVT (�"" HDPE SD (NDS N -12 OR EQUAL) SEE PRIVATE IMPROVEMENT A�� F � �. _ - _ Fri 4_j L =20; S= 19X N 344.80 FLIn N 341.08 Flout RECD SEPT. 30 2004 AS - Na 41022 ,,, ; O EXIST 12 SD TEE (PVT) !N SEEMAN DRI DOC NO. 2004- O 2 2 _ pp ;, , A I CHANNEL STtP PER DIET �► d D�IRES 3-31 -2007 Lt BUC (I•••1 i ' SEE ENCROACHMENT AGREEMENT 7962 ' PE S E C `�� 4 T 1, 3 S R 4 Y Y S , B , M , 1 /SHT 4 N SEE TABLE 1/ Q � * .l J �r V o PVT SD 9CC D SEPT. 30, Z064 SHT 6 FOR ELEVATION DATA � -! CI V 11. � ROAD ESMT FOR NEW 12 � AS 7aOG No• 093 F CAI F O .\k� DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK OC 0073 SCALE TN MP TN MP BENCHMARK: S.D. CO. SURVEY MONUMENT PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPR GRADING PLANS FOR: #1836, BRASS DISC IN STANDARD WELL HORIZONTAL: 1 � / R ES ID E NC E 0� -� 86 TPM CDP 7 9 62 - G Cd MONUMENT O INT OF ENCINITAS BLVD 8: . 9Y: BY: KING / SEEMAN DRIVE, STA 60 +60.25 PER R.S. VERTICAL: n/o DATE: 9Z4 APN 259 -� 31 -54 458 -66 E GINEER OF WORK R.C.E 41022 DATE: i� e i .� d� DATE: ! T / 4 9,4 ELEV: 315.50' DATUM: MSL, NGVD'29 MICHAEL K. PASKO EXP. 313112007 GRADING PLAN SHEET 2 OF 6 Lj g Sept 24, 2004 - 16:12:34 P:\00 -007 Jung \dwgs \00007GP2.dwg PLOT 0 1 =10 1 1 �1 / 1 r -1 / A ^ r I / A K I % A / I / A K I 1 A / -1 / A N 1 v L 1/ `t L i/ `t 14 vv 1/ `t 1 r r I/ HEIGHT OF EXPOSED 2x2 STAKES O 8' I W J WALL FACE I i OC W/ 9" 10 )2" ^ r /� ` %A/ ^ �� A A A P —131 — 5 3 ! I EMBEDMENT - SILT FENCE MATERIAL vL�./ 1 t I I ♦ice �\ t r r .:. L.. I V I . N 2 5 9 L SECURED TO STAKE INSTALL WATER LATERAL GARDEN WALL N . JrtAX HEIGHT 3 _ 4 0.3 1,5' HE7•IIND DRIVE (N0/ PERMIT RtIIRED) .� AND BEH/Nb RW � l` 9DRS0 C -2 �R MODULA � `° Y `� ,..__. _ �,•-' f �� --•�,. � �� � . ,�►,, 0.4 3,0 BLOCK - CONTINUOUS TYPE WALL AS A� PROVED f `' �� 36 0 INSTALL SEWER # BY SOILS ENGINEER AND INSPECTOR 1 I I I LATERAL 3' S GRAVEL BAG ROW 0 3 ' �� u u O BASE OF FENCE DIRECTION OF DRIVE CL �• N89'36'02 "W 348.18' SETBACK ' \ �,0� OF FLOW 0 rn I Qn w w a h w w LINE w X74 .. - , 9 c N P f G _a'— o _ -v.� _.. �Y a .. .�_ �' 1 5� 10 5 0 10 20 w IM 369 - - - - - -- - - - -- - - - -' - - -- - -- —� \\ ` SCALE: 1 " =10' BURY 6" SECTION OF c 10.00' ��' -n�'r 0 — — — Lt- --. \ �`' PARCEL MAP w / STAKE SIL IMBED �20.50 1 O t, �O -i h._ O , _- o d► ::� :.. c» .. ••• FOR ALL _ ? - MONUMEN TA 77ON -. 'd / - 4 s i AND PROPERTY S 1 00 O ! 68.00 $ . 7.50% 1 r S LINE DA TA 357.90 :1 ` v� "' W _ Lil I I o DETAIL 1 NOT TO SCAM CO An � FG GB , ° � - - DRWY , �-' g SILT FENCE r a - - - ,. - .mot - �� 6" SCH 40 PVC 4 SUBDRAIN PER I�I }..� N SD O 2.22% SOILS REPORT` �► I I LOWER COURSE 1 ; L -22.50 z SEE DET 1 SHT 5 I a S 6" StH 40 PVC CLEANOU I / ( I 'F T PER I UPPER COURSE SD 04.35% / SDRSD L -50.60 I "`` __" 364.7 I.E. TOE ( ROCK-LINED OR p 919 OESIt 11NG i I I I LANDSCAPED -UNED SWALE r CA fiCH BASIN PER ; ?'� END 1 -1 /2" Y�A TER _ I ! I PER DET 3 1SHT 3 , U W I I( I � D& 4/5HT 5 SERVICE I I TYPICAL o TOT OF 2 { I I (TYPICAL) 5 I I P GA' 365 ; END 4" SDR -35 2 I 6 p SEtNE`R LA TERAL w I , `Z I I I �� ` I C .O. I ( I i + I PER SDRSD S -3 V I �?OCK UN OR I - 363.00 I.E. - Q I I I ' I LANDSCAPED -UN I ,t III I I I I SWALE PE117 DET DETAIL 2 NOT TO SCALE 1 I SHT 3 P \ i ,� Q c 1 GRAVEL BAG CHECK DAM T I II I ° W PO u w w n369 HIGH POINr. `�+ I I .� cn v cr u, I I I I I N�GN DETAIL 3 NOTES: DETAIL 3 NOTES (CONT): .� 1) THE LANDSCAPED-LINED SWALE 3' -WIDE ROCK-LINED OR 4) THE LANDSCAPED -UNED SWALE v� 6 SHALL BE PLANTED WITH GRASS SOD LANDSCAPED-LINED SWALE I , 1 • E ' I I I I i Q \Q�,� �, 6 �c. (SOD) SHALL BE PLANTED WITH GRASS (SOD) I I Is j Q\,P OR LOW - LYING GROUND COVER w/ 2H:1 V SIDE SLOPES OR LOW - LYING GROUND COVER .�1 I `; �4 I I I I g Q Q \� PLANTING. CHANNEL O 1% SLOPE MINIMUM PLANTING. I I I h• I NbMINA1 s, �1 �; \ I I I ��\, k \ G� 2) A PERMANENT IRRIGATION SYSTEM PAD ELEVATION g• ! i I I � � 0'�' Q SHALL BE PROVIDED AND MAINTAINED GRASS-LINED i FOR BUILDING '�° l I I Q� BY THE OWNER. SWALE OPTION: 1 HEIGHT PURPOSES `j 1 I I 3 FOR BMP PURPOSES N NO TURF REINFORCEMENT I ) L MODIFICATIONS ALLOWED UNLESS ROCK I I` 5. 0 FL 1 NOMINAL 3 7 I PAD ELEVATION �;� ��, I APPROVED BY THE CITY ENGINEER SWALE OPTION: L I ( LL, GEOTEXTTLE LINING .. I FOR BUILDING � � ,, ���:�: TOP • I I 365 HEIGHT PURPOSE I N I ' I I SLOPE 2 I I j 1 4" SUBDRAIN PER w w w SLOPE SLOPE I ,, w w SOILS REPORT - I I I M v v N 1 I I w - SEE DET 1 /SHT 5 I cO ° I 6' VARIES 0.75' DEEP VARIES i EXIS `TREE TO BE I _ 3 • • ' ' II ` REMOVED - TYPICAL I I I 3 5' ADDITIONAL NOTES: I = '� ,f FOR ALL GRADED PAD : ::. I I CL :.. :.: :: . ::: ::. �. ^• 8• SLOPE AREAS I I I SWALE 1) THE LANDSCAPED -LINED SWALE SHALL BE PLANTED WITH GRASS (SOD) OR LOW -LYING ., I : GROUND COVER PLANTING. 4 c m 2) A PERMANENT IRRIGATION SYSTEM SHALL BE PROVIDED AND MAINTAINED BY THE DET 4' T 3 ( v f I OWNER. I cn cr cn v� I I I I /� _ I � v I I I I TOP OF SLOPE _ ,` I I I ( I 3) FOR BMP PURPOSES N NO MODIFICATIONS ALLOWED UNLESS APPROVED BY THE CITY c �. I I I BIERM (TYPICAL) , o ENGINEER. "• N 4) THE LANDSCAPED-LINED SWALE SHALL BE PLANTED WITH GRASS (SOD) OR LOW -LYING r� I II rn I I: I /SHT 3 `� SEE DET 4 I g GROUND COVER PLANTING. u _ • I i �(, TOP OF SLOPE 1 I (` 1 374.4 I 5) GRASS-LINED OPTION: INSTALL PYRAMAT 450 UV- RESISTANT TURF REINFORCEMENT " I 'I II I j I BERM (TYPICAL) `, °- I I I I as I ,4 I I • I N MAT BY SYNTHETIC INDUSTRIES OR EQUIVALENT. .: 6) ROCK -LINED OPTION: INSTALL GEOTEX 1171" GEOTEXTILE MATERIAL BY SYNTHETIC I < Z INDUSTRIES OR EQUIVALENT. TVA T USE 2" BROKEN STONE 5 THICK. Leo I ( DIRE T LL PAD l�UNOFF I ? i I S . 0 7) PROPOSED " EQUIVALENT" EROSION CONTROL PRODUCTS SHALL BE APPROVED IN WRITING a I TO 0 POINT � THEN `, I I c�' o CLEANOUT PER G� BY THE CITY ENGINEER AND THE ENGINEER OF WORK PRIOR TO PURCHASE AND N � a SWALE DIRE T ALL PAD RU 0 c CLEANOUT PER TO !LOW POINT & THEN SDRSD S -3 I INSTALLATION. l SDRSD S -3 TO SWALE .. 364.4 I.E. I "''' ^' I I 8) ANCHORAGE PLACEMENT PER MANUFACTURER'S SPEC - 2 ANCHORS PER SQ. o, d I I °' I I 0363 6 1. E. = 1 � E. L 9d' / ,�' � �' �,�° I I �`' DETAIL 3 NOT TO SCALE 4 FITTING - - -- - "� ` �G � s► � �� - - - -�--- - - - - = - :::.. - - �'` ,�� I � ROCK —LINED OR LANDSCAPED —LINED SWALE I � 364 � 1` — � .00 '� U .01000p 41-os 20 • • • • • / 1 , SLOPE MAY VARY 150.20' a' SEE NOTE BELOW 16 ; 17 18 19 0 21 � 4 5 26 9 )1 • N D CHANN PER , " , TIE 4 SUBDRAIN �,, ENO U E N89 02 W 48.54 rn _. X DET 315HT 3 N BEGIN P INTO WALE �. _.. �. -_: _ n_ ___.- �_... __. _ _.. _. �� . . ; d. rn G+ a' _ 36.i-t ) ` A L °' t STEPPED CHANNEL STEPPED CHANNEL PER DET � I SLOPE PER PLAN PARALLEL • w w �' PAD AREA D RAIN S WAR Tn D _. -r 1 /SHT 4 M ..� '� c � 1 /SHT 4 � FL 373.25 (2:1 MAX) S NP SLOPE pF ESS 1 0�7 U CQ r� I NOT REQUIRED WHEN L K. LLJ r �\ CHAI�INE1 STEP PEI bET` I 1 DRAINS AWAY FROM TOP OF ��� .r�E A� 4 1�SHT 4 N. SEE TABLE 1/ i SLOPE �., �' `f.F s b u \' J ' SHT 6 OR ELEVA DATA / / ' B E ! / J 1 � , �J I " yy r J q DETAIL 4 NOT TO SCALE iro. 41022 o ° A - .. _ ._,. ., . _..�.,_ . • .• _.._... .. J ♦-' � # J J _ ..- TOP OF SLOPE BERM ? ` :. ': ': 1 237 SEEMAN DRIVE i cf- E)tPiRES 3-31 -2007 O., SEC )4 Y1 R4W S,B.M, p CAL �E� ' t I Cn • REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK OC 0073 SCALE DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. � P BENCHMARK: S.D. CO. SURVEY MONUMENT PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED / APPRO GRADING PLANS FOR: a 11836, BRASS DISC IN STANDARD WELL HORIZONTAL: ) " -10' - TP�II P 7962 — G Cm p MONUMENT O INT OF ENCINITAS BLVD & BY: BY: JUNG RESIDENCE 01 186 /CD SEEMAN DRI VE, STA 60 +60.25 PER R.S. VERTICAL: n/a DATE' APN 259-131-54 � 458-66 ENGINEER OF WORK R. C. E. 41022 DATE: T f e DATE: ELEV. 315.50 DATUM: M VD SL, NG'29 MICHAEL K. PASKO EXP. 3/31/2007 GRADING PLAN SHEET 3 OF 6 O U � Sept 24, 2004 — 16:12: 34 P: \00 -007 Jun g\dwgs\00007GP2. d wg PLOT 0 1 =10 U) THICK 4" STONE ^• ROCK-LINED CHANNEL � � NOTES: LL " PYRAMAT 450 UV- RESISTANT TURF V } INSTALL GRAVEL BAG CHEVRONS IN DRIVE AREA AT Z " 1. 75' 1,LJNS IA f € I 10 5 0 10 20 1 COMPLETION OF ROUGH GRADING. OWNER IS RESPONSIBLE TO ` �► STONE LAYER 2 ABOVE REINFORCEMENT MAT BY SYNTHETIC INDUSTRIES OR KEEP GRAVEL BAGS IN PLACE AND IN GOOD REPAIR UNTIL BOTTOM EDGE OF 2x14 EQUIVALENT. DRIVEWAY SURFACE IS INSTALLED AND THERE IS NO DANGER OWNER SHALL HYDROSEED SLOPES SOOT! AS PRACTICAL = 2) PROPOSED "EQUIVALENT" EROSION CONTROL b _ } SCALE PER FIELD CONDITIONS 4) VERIFY ELEVATION VALUE 'FLup" FOR UPSTREAM CHANNEL POINT BASED ON FIELD- VERIFIED L SCALE: 1 =10 OF EROSION OR SILTATION. UPON COMPLETION OF ROUG�tRpDING. OWNED t5 TO AAONITOR V 2x14 REDWOOD PRODUCTS SHALL BE APPROVED IN WRITING BY THE i I A MA INTAIN ALL EROSION CONTROL INCLUDIIGG HYRDOSEEDED� = 3 CITY ENGINEER AND THE ENGINEER OF WORK PRIOR : •... I ; — _ . SEE .DETAIL. 2 _ON SHEET; 3 - �I N € 1 - ADJACENT GRADE I Q TO PURCHASE AND INSTALLATION } i 'L20S OR EfAM G TO A 0 ALL THINGS REQUIRED Td / 3) A S YARD OF MATERIAL k352 , _ �,, ACCOMP LISH`rSAME, INCLUDING INSTALLING PERMANE T OR _ NHR PER �� A NCHORAGE PLACEMENT PER MANUFACTUR IN' 1 -1/2 CRUSHED �. _ _ ,/� TEMPORARY IRRIGATION SYSTEMS AS REQUIRED. " - - " -' - SPEC 4 A C 0 SQ. ROCK CbNS1RUC710N `ti I °- ><� EMBED REDWOOD 2" MINIMUM. EN ti. I F 4 THIS DETAIL IS USED FOR BMP PURPOSES sn ° i i N P ' - _ E NTRA N C E �R f3Ef 1 51 __. _ _ .- _f w THIS DETAIL SHALL NOT BE MODIFIED WITHOUT CITY .. _ € }.� t _ 3 53 r 5� MIN BELOW A REBAR STAKE w/ X49 �3 t moo-- o- �_' _ 4 W rn rn 34 j o D R T E APPROVAL ! ' `� _� _ _ �_ -- - - -.•F __. _. 24' EMBEDMENT ENGINEER I�— REBAR STAKE 1! \• �' - --��- -moo-- j `*-o"_ ti u; 0 0 0 0 O t -- _ \ 0 °0 00 0 s� GEOTE NO ° ° °° °° IML 1 ° o ° o oq ° o ° O ° o ° 0 o ° o ° o ° o p ° 0 ° o ° 0 ° 0 O ° 9 O O ° o ° o °o °0 °O r ' ANCHORAGE PER NOTE 3 0 0 0 0 0 0 0 0 0 0 0 o 0 o 0 0 0 0 0 0 € -� -: o 0 0 0 0 o a o 0 0 0 0 0 4 0 0 0 0 0 01 0 o o ° o 040 0 o 000o0o Q 0 %� 0 -.. \ 0 0 4 0 0� �0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 o ° o ° ° 0 ° o i"0 o ° o ° o ° o 0d0000000 o ° 0 0 0 0 0 0 °000 '' — VER ' - ? o ° o ° ° o ° �q 0 ° 0 0 ° 0 ° 0 ° 0 �o ° o ° o ° o ° ° o ° o ° o ° o o °d° { /' // / _ / - / SECTION A -A L FIELD VER € O o 0 o a o 0 ° o 0 o O o 0 0 0 Ooo i ; / / t *. `J ,� > f_. - EXISTING PL GRADE 0 0 o o ° o ° o ° o ° 0 ° 0 0 0 ° ° o ° o ° o ° 0 0 0 ° 0 ° 0 ° 0 ° 0 ° o ? ,I t. / _._.. - / ALE 0 °o ° o 0 0 0 0000 °0 0° o 0 00 °0 0 0 0 ° 0 ° 0 ° o o o ° o ° 0 o ° a °° °o / /- 2x14 DIM REDM170D 0 0 0 0 °'° 0 0 0 0 0 0 O°°'°001� 000 c ' 000000 00 O 0 ° 0 O 0 0 ° O Al AT ED OF SW p o o a o 0 0 0 0 0 0 0 0 0 0 t L- FIELD VERIFY FLu ( ) /� /� ` /� /� (FIELD ADJUST) op p o O 9 o ° Q 0 o 0 o 0 ab ° o 0 0 0 0 0 o a 0 00000 °oo ` p SLOPE 10x 0 00 0 000 00 000 0000 �' ' �` > �', �' rn �2x14DIMREDWOOD p o00 0 0 ° 0 ° 0 ° 0 0 ° 0 ° 0 ° ° o ° o ° o ° o o ° o ° 0 ° 0 ° 0 �'' �`' _ 'L' — FIELD VERIFY FLdn ° -- - - 2x14 DIM REDWOOD (FIXED PER TBL) € i 12 m OVERLAP Ar - } i i - i i i ` 4 i / i '` '•' - -•� \ ! \ 3 \ iF •tt • i � i i .'x':.' ii i i! .. 's. I I ! = \ \ - \ '� • ;::: ::,.. I, " # _ - - 1 I I REFERENCE NO . FOR CHANNEL FLOWUNE • ':: , , a\ \ \ — \ \� ' (FL) ELEVATIONS PER TABLE 1, SHEET 6 y 1 • . ,; . � ; f \\ / \\ \ l \ �� — � \\ __ �. I \i i ::Vl. :', �:W:.. aW f::.::. •.. 1 ` I i i iti_ I L I — >'eK \ / \ A \ I \ t \ \ • :.;:':: "::...: :: A I - MODULAR CMU LANDSCAPE A44 w / ,� \ t N \ �o - l� :: i i i 1 i i - WALL 1' TALL TERRACE "� "� !� i \ i BOTTOM OF SWALE STEPS (NOMINA 356 +� I i i SLOPED O 1.57' - L) r = i / - - -- - - -.- - -- — -- -- - - -- f ` ` I I ` I REDWWOOD DIM EN SI ONAL CH P i i i 'i i i i i i i ' x / i 12 "x12" POCKET OF 1 -1 2' BOARD 1 EACH SIDE i i i i ` i i i i i - I ! \ i 1 i i CRUSHED ROCK FULL W►D TH - I �c t I- ( I 2 x REBAR STAKES w/ 24 A ..::...:. I TEMPORAR •6Sl i i i i i i i OF STEP A T BASE (7YP) € X :;::::::,.: �,� I PROTECTION PE� O END & CENTER EACH SIDE T`4f'S 5 EMBEDMENT BELOW EXISTING GRADE t t : • i ,rW ... .�Y .•... i i i i i •Y I I I i i( NOTM- If+ I` I i N 1) CHANNEL BOTTOM SLOPE (S) IS FIXED AT 1.5X UNLESS OTHERWISE NOTED (SEE TBL 1/SHT 6) ; X i �, i i i w 1 i f j ::. '::.:. I 2) LOCATE ELEVATION POINT x 3) ADJUST LENGTH ' FLdn" IN FIELD -MATCH EXISTING GRADE O PL ; I I! .` I •, i I � i i i i i I � , J, ':. I 'L' I I r I � i�i_ • I x i'. 1 L. } i i i j •� + I € } w ^:�+: ! ` TO i I Iw I A , #. X�i� D ETAIL NOT T 1 I GRAVEL BAG CHECK X I ` , ` , I , i ` PA L) I I r TERRACED STORM WA TER CHA NNEL DAM AT STORM DRAIN P A D F : 1 i i ( W { ir PIPE OUTLET M , \ �', �' v,�� �I" - I '�.��, / >• 61 I I 2 WIDE r i i I LlS L�. t I I ; 6 I : # v I �' ; `' {,'1711 ` ` I 6" ROCK SWALE t5' .....,,..».,. ,- ....,.._. .,.. F .,�. x `r • t -- p v� \ \. V x VARIES VARIES W/ 1 H:1 V SIDE SLOPES I i - . - -} i i' c+ �! X t t I • WA w CA PER PLAN ROCK- S LE / PER PLAN / I X :: GEOTEXTILE LINING +� r ALL S6BOLS AS GRAVEL BAGS SILT Fk RET6ING 2 -5R 2 -5x X i 5 5 % € i /t ., •.. }: I, � I .. i {�: r.x.� iti4.. i iii: •. r :r i f---- ! i } xli I I i _ } WALLS ARE DIA(R MMATIC IN NATURE. THESE ARE NOT THE xl :::' :;.:':::: i; ,� :::... ; K i X Li ACTUAL NUMBER: SIZE OF BAGS, BLOCK, FENCE POSTS ETC. i 2 : : : : : :.::•.•_ :•:::,:.:: 1 � x X i (r i I I • i t tt t� !{ 1 I i • W i € ISy x i i , � X I • f x I � ► ` • i 0.5' DEEP W XI f I ? 1 �► ) X I I I x i i I i AC DRWY jj I { I� I I � � � � \ AC D WY X I \ X Ii i ` i - - i I I i I CONT 2x8 I :�� I " I ` ` i / 348 f? i PCC EDGE STRIP i� i •I , _ - '. i x I I : "1 yt i I i I RED WOOD PER DET 3/SH T 4 3 HEADER € # X 18 I I X GEOTEX77LE UNING X " -15 REBAR PER NOTE 1 ANCHORAGE PER NOTE 3 f i € X I i i i t I : I r I 4 x I " I STAKES O 5' O. C cQ } "' I • i • T / X I t i I i (ASS':LINED LE IS PAT OF THE EROSION CONTROL. THE I ( ` r ADDITIONAL NOTES: ,��, :..... 1 ? i xi � I I ` ` ` OWNER 1S RES dNSiB FOR INSTALLING AND MAINTAINING X :: I i 1) INSTALL "PYRAMAT 450' UV- RESISTANT TURF REINFORCEMENT MAT BY SYNTHETIC d' r . I i ; i THESE DRAINA AREAS IN PLACE AND IN GOOD REPAIR AND ::::R:::::.:: I INDUSTRIES OR EQUIVALENT. I f ' I } • '' "` he li TO PROTECT EM i`ROM OVE R-SPILLING. x 2) PROPOSED 'EQUIVALENT" EROSION CONTROL PRODUCTS SHALL BE APPROVED IN X, �' ' ' I I i ! X I ' , ` I • . ` i WRITING BY THE CITY ENGINEER AND THE ENGINEER OF WORK PRIOR TO PURCHASE i I �►- i I �,i� AND 1NSTALLA T10N. X ` < 3) ANCHORAGE PLACEMENT PER MANUFACTURER'S SPEC - 4 ANCHORS PER SQ. o �•, {F (� I E x i x ( • 1 I I i i I )C I {, i ` I I I YARD OF MATERIAL MINIMUM. € j I 1 y I I X I I' i R i ,� 4) THIS DETAIL IS USED FOR SUP PURPOSES THIS DETAIL SHALL NOT BE r � i I s 1 I i I o,+m ° MODIFIED WITHOUT CITY ENGINEERS APPROVAL SfS } 1 S i /IC •i L. s X I +. i I -.:� �•�__ IX I i i i I �I i i it a x I } ! x i i I +► �' �' br ' A + i i I i NOT TO SCLE t 1 I� X I . i I DETAIL 2 DRI VEWA Y SWALE .� i xl i .� i ei \ I I '` I i ,} I AC OR PCC PA VEMENT X ( 6 'r '�' .. ,` L 1 ,, i •. rr +• r i i - .. it ti • \ ' �t ! ` — 4►i i i. i i i \ 1/2' R (TYP.) SECTION PER PLAN '{ ° X 1 , I i i i i i `� 1, / i i ♦ i i i i i\ 1 X 1 • . :.: \ �' '� i i •, i TOP FG VARIES W i i i i i ...:.:....... \i s Aw ! s I � � I( �. I • I �. \ L - /.. W i .. i i - 'F• i i i .. i i I i i ... V 0. o :: ::. �« TOP FG VARJ ES 34 7 • �:':� �:'::'::"�':•::•:::'�':'.. i i i � I I i W 2 I � 74t ( I A i i i i i i i i ,,\ i i :':., i i 'w '.':::.:W:.: : i •.' i i \ i '► L -� _ �,_^, i i _— / i i i • i i i i i i _ . i i i i i i i i i i i ...'• i i / �y HEIGHT OF FINISH GRADE p� W i . , , VARIES - SEE PLAN N o co c 2" WEAKENED PLANE MAINTAIN 18" MIN EMBEDMENT " W JOINT PER SDRSD G -10 :x BELOW FINISH GRADE 2 v `� y �+ _ o I3 ! ' �°�° �' FINISH GRADE " n` o , 520 - C =2500 OF VEE DITCH • • CONCRETE INSTALL SILT FENCE AROUND GRADED AR AND ALONG ` ! PROPOSED TOE OF SLOPE BEFORE START O GRADING. OWNER �, R • 7 o U v N T CALE ' - -- ` .. � � 0 TO S -,� ,. ". ,_� r____. _. _. __ ._����.._. � _._�_ .a ._ � _ ___ -_ ___. -_r � . � �, . DET REPAIR UNTIL VE AIL 3 pF ESS � •? 1& f�ESPON5IBLE TA -KEEP -SILT FENCE 1D1- PLACE. AN -iN GOQD ��,, _,....�. � __ . -. �.._ . _ � . • __- .a�.,. _... . __. _ - -_- -_ _�_ .:.. �.��..... _ � 0 GETATION IS MATURE AND ST,4BIUZED AND Q �.� THERE IS NO DANGER OF EROSION OR SILTATION. 'INSTALL GRAVEL BAGS ND DIRECT RUNOFF` To INLETS OR W PCC HEADER STRIP (LOOKIN EAST � o ��E� K. A ;, POINTS OF DISCHARGE. ' OWNER IS RESPONSIBLE TO :'MAINTAIN .i SEE DETAIL i ON SHELT .3 ui ,�� : s� GRAVEL 8A6 CHK 8Air4 AT STM DRAIN PIPE ENTRANCE IS �.. __, ',_..__.. ___ ` _ GRAVEL BAGS IN PLACE }AND IN GOOD REPAIR UNTIL U� vEGETATION 13 i*ATURE STAB t ILIZED AN@ THEREAS Ng I ___. �_ __ =1 � PART OF THE EROSION CONTROL THE OWNER IS RESPONSIBLE y o O } ( `1 DANGER OF EROSION OR SILTATION. OWNER IS RESPONSIBLE je Na 41022 z 4-) I INSTALLING C.D NG AND MAINTAINING THESE STRUCTURES IN ?�_ FOR PREVENTING SILTATION OF ANY STREETS OR ADJACENT V W "� FOR INSTA PLACE, CLEANED AND IN GOOD REPAIR AND TO PROTECT THEM } I m VEGETATION IS , PROPERTIES AND SHALL !CLEAN THE STREETS AND ADJACENT �, DtP1RES 3-31 -2007 •CU € ; MATURE AND STABILIZED AND THERE IS DANGER OF 7 ! g ti PROPERTIES DAILY IF SILTATION RUNOFF OCCURS. Q t O SEE DETAIL 2 ON SHEET 3 (n rF c I v W f } ; EROSION OR SILTATION. OF CAL O DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCI NITAS ENGINEERING DEPARTMENT DRAWING NO. � REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK OC 0073 SCALE T N MP TN MP BENCHMARK: S.D. CO. SURVEY MONUMENT PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPRO GRADING PLANS FOR: 796 ^ _ ^ � 11836, BRASS DISC IN STANDARD WELL HORIZONTAL: 1 " =10' V L V 4. MONUMENT O INT OF ENCINITAS BLVD BY: BY: - JUNG RESIDENCE 01 -186 TPM /COP SEEMAN DRIVE, STA 60 +60.25 PER R.S. VERTICAL: n/a DATE: 2 458 -66 ENGINEER O� WORK R. C. E 41022 DATE: DA 7E: 2 Q ^�04' APN 259-131-54 0 ELEV- 315.50' DATUM: MSL, NGVD'29 MICHAEL K. PASKO EXP. 313112007 f EROSION CONTROL PLAN SHEET 4 OF 6 Sept 24, 2004 - 16:12:34 P: \00 -007 Jung \dwgs \00007GP2.dwg PLOT ® 1 =10 M` Lu I r ? Z I ( Glo 2 2' THICK NATIVE BACKFILL CAP COMPACTED O 90% R.C. ;y ( - _ LLJ = INSTALL GRAVEL BAG CHEVRONS IN DRIVE AREA AT RETAINING WALLS ARE PART! OF THE EROSION CONTROL THE I o V COMPLETION OF ROUGH GRADING. OWNER IS RESPONSIBLE TO OWNER IS RESPONSIBLE FOR RI- JUSTALUNG AND- WANTAININ6 -- - - -I m .. 1' MIN LAP O ALL GEO- ~ KEEP GRAVEL. _BAGS IN PLACE AND .1N GOOD REPAIR UNTIL THESE STRUCTURES IN PLACE AND IN GOOD REPAIR AND 1'0 3 - O II s FABRIC JOINTS TYPICAL _ ( ) I Q ,, ' DRIVEWAY SURFACE IS INSTA THERF_-lS NO DAN61tR PROTEST THEM FRQW SPILLING UNTIL VEGETATION IS` — t OF EROSION OR SkfATION. ! MATURE AND STABILIZED AND THERE` 1S- NO DANGER Ofd LAJ :1 EROSION OR S ILTATION. I W SEE DETAIL 2 ON SHEET (SIMILAR) -- - , .= f Z I I rR C H FILL ��• _4. -$ o I 1) INST GE O TEX" GEOTFxnLE I MATERIAL BY COLORADO LINING '``� w m I 4 / SCH 40 INTERNATIONAL OR EQUIVALENT W �, cr c•+ w do `' cN �+ 374 : I PERFORATED DRAIN ,.. ____ - __.„,- Q ..._ ___ __ o _._ _ ,.....c. °' •• °' a 0 10 r' r` ' 20 "EQUIVALENT' EROSION _ `T�`.. —.. _.._,....._. � � _--. � � _ _-v. --- •o ----- � __. ..c4i- - __ o....._ a__ _ _ . .._c,- _.....-0_._..- ..o-._._.��_ o-_..._ o_ .. _o __ .-o- - -_... �. - ___ - o-- -- f 10' 5' i I PIPE O 1 % MIN SLOPE - - -- _ _ CONTRA PRODUCTS LL BE — N `�., _ _ APPROVED IN WRITING BY THE CITY t — - - - - - -- - - - -- - - - - -,. — 1 " =10' ENGINEER AND THE ENGINEER OF WI�RK PRIOR TO PURCHASE AND ... ........ .:.:. :. : : ::::::::...... I INSTALLATION. \ GEOTE PER OTE 1 r / �,,` I I DETAIL 1 NOT TO SCALE r �' - -- \ ORARY CATCH r' \ . I I N �' _ _ _ _ _ h / I N PROTECTION I , CUTOFF DRAIN CROSS SEC 770N LOOKING SOUTH H t — - ♦ % ^ P DET 4/SHT 5 SEE DE • I �.� •. .= — — ��,_` � ,� I I T 3 /SHT 4 - TYPICAL LANDSCAPED -LINED SWALE 6 x 8 PCC STEM PCC EDGE STRIP PER CURB ON NORTH, WEST DET 3/SHT 4 X :.: ::^N ;;:::::;.:,•:;:::; -. ':;: I I & SOUTH SIDES OF CB 5' ON NORTH SIDE .�:•:.. '; , , / .tC \ ,� �, ,� ,� ,� + � • � s / ' • • I CONTINUOUS ON SOUTH SIDE l TEINPORA4Y CATC �}. XI I I LANDSCAPED -LINED SWALE IS PART OF THE EROSION CONTROL 12" DEEP DRIVEWAY .' ASIN PROTECTION X I 1�P — :•�:•.:�+::'::;�: I �' � � � � I �. �. I � THE OWNER IS RESPONSIBLE FOR INSTALLING AND MAINTAINING — VEE SWALE PER PER DET 4 /SHT 5 I �,. i' - I THESE DRAINAGE AREAS IN PLACE AND IN GOOD REPAIR AND DET 21SHT 4 x .� I 'I4 1 = ( TO PROTECT THEM FROM OVER-SPILLING UNTIL VEGETATION IS X v. ; i TOP AC— p Iox I MATURE AND STABILIZED AND THERE IS NO DANGER OF - — — 346.33 TOG �?� �' x I I' EROSION OR SILTATION. — — — — — — — — — .• 3 -` � .� } X I � � X � r. �.,. I I I � 5' GRAD N TO 2% APPROACH • I - I I I I x = "FLOGARD +PLUS" MODEL x I FGP -24CI OR EQUAL CATCH X I ,� ,� I I BASIN FILTER INSERT � 1 I � I I • e t . x I _k X I I BROOKS OR EQUAL PRECAST I I PA x `. '�' I ► 2x2 CATCH BASIN w/ CAST OWNER SHALL HYDROSEED SLOPES AS SOON AS PRACTICAL w:;' :;;;'.:: IRON TOP GRATE x� ::: : . : ........:.:;;;. I I UPON COMPLETION OF ROUGH GRADING. OWNER IS TO MONITOR I AND MAINTAIN ALL EROSION CONTROL INCLUDING HYRDOSEEDED 6" PRIVATE STORM GRAIN TO , 1 i, SLOPES AND MAINTAIN VEGETATION SO THAT THERE IS NO X I „, . o ` I ti t,,� I 36 '� r >:.: o SEEMAN DRIVE ,�, 344.80 I.E. '"� + I PC O °f x EROSION OR DAMAGE AND TO DO ALL THINGS REQUIRED TO �. ` �► I , I I f15 I t,� I `�, L :, I x Tt ; ; x') I I ACCOMPLISH SAME INCLUDING INSTALLING PERMANENT OR 1) "FLOGARD” STORM WATER FILTER PRODUCTS ARE MANUFACTURED BY KRISTAR ENTERPRISES, LTD. I , I X 1 t` TEMPORARY IRRIGATION SYSTEMS AS REQUIRED. AND ARE • I l `;, I I SUBSTITUTION DEP MA BE HEREON AS PROPOSED. EXAMPLE APPLICATION ONLY. AN EQUIVALENT PRODUCT x �'•, � ' ; � I � " I ' � � �� I ` � ; � �, ;� � � - � '* ` � I I CITY ENGINEER PROPOSED - EQU IV ALENT - AUDTHE ENGINEER OF WORK PRIOR TO PURCHA AND E INSTALLA WRf nNG BY THE I I i X I s, + i I '�, I 3) THIS DETAIL IS USED FOR BMP PURPOSES THIS DETAIL SHALL NOT BE MODIFIED WITHOUT CITY ENGINE A PPROVAL •::w: � I z I. � I i � '� � `•z I EER'S A ............. x '' • ; r x I. DETAIL 2 NOT To SCALE XI I I 1 x �e I INSTALL GRAVEL BAG CHEVRONS IN DRIVE AREA AT CATCH BASIN w/ STORM WATER FILTER I I X COMPLETION OF ROUGH GRADING. OWNER IS RESPONSIBLE TO X� •i fi I t I ', XI �,, w �,, w I `►' KEEP GRAVEL BAGS IN PLACE AND IN GOOD REPAIR UNTIL DRIVEWAY SURFACE IS INSTALLED AND THERE IS NO DANGER o GRAVEL BAGS N 2 x t OF EROSION OR SILTATION. W s BAGS HIGH (T)PICAL) X SEE DETAIL 2 ON SHEET 3 I• X y I I I N I { i I 1 , I I I x I CA TCH BASIN w/ I I I - INLET GRATE PER SD X I, " - x - �1 I W .r I 12 MIN W SCHEDULE .r I I i IXI _____:__ c • + x I I I c- --- :.:': } I -I x I I T x t I f - I I X I I 1" FALL MINIMUM GRAVEL BAGS N W x I • + �: I x - r ` I �► i I UPPER RING ( v I U DRAIN SCHEDULE x I ; ( ' s� w 19 X I x I I I.E. PER STORM -- x crwcn �n c�+ cn 1 I I I. x .r I b a x ,. f ,` I I y- I I I i I o X I . . I I .. � � • w x I I i ( ALL SYMBOLS (SUCH AS GRAVEL BAGS, SILT FENCE, L ---- a RETAINING WALLS ARE DIAGRAMMATIC IN NATURE. THESE Xt + I '' o� I . J x I t ) , _ ° _ r STORM DRAIN CATCH C I X I .I gym' .I I i X i , ARE NOT THE ACTUAL NUMBER OR SIZE OF BAGS, BLOCK. jh� r o` . PIPE PER _ SECTION BASIN I •I I i 1 1 I I FENCE POSTS ETC. " " SCHEDULE TYPE PER re X1 GRAVEL TO CATCH 8 " FILTER WORK w � lc FABRIC UST BASIN D EEP DEEP " I 2 DIA. HOLES - TOTAL OF 4 a :► : I i I I EVENLY SPACED ACROSS GRAVEL BAGS N LOWER ::;:.;.... .. \ I I X I ::::` '.:: I BOTTOM OF CATCH BASIN N RING w/ OFFSET JOINTS �+ . • : �\ \ / I X 'r 1 Ix I INSTALL GRAVEL BAGS AND DIRECT RUNOFF TO INLETS TYPICAL SECTION �► • +� i ':, / I is r - I I OR POINTS OF DISCHARGE. OWNER IS RESPONSIBLE TO DETAIL 3 NOT To SCALE DETAIL 4 NOT To SCALE F MAINTAIN GRAVEL BAGS IN PLACE AND IN GOOD REPAIR v, Al �' WI I I UNTIL VEGETATION IS MATURE AND STABILIZED AND DESLI TING CATCH BASIN INLET GRAVEL BAG RING I i ,, `L W �•r '`, — -k .. '� f I I THERE IS NO DANGER OF EROSION OR SILTATION. ::;:• * . w • / �. Xr- X :::: 1 ` OWNER IS RESPONSIBLE FOR PREVENTING SILTATION OF a .....::.... / ANY STREETS OR ADJACENT PROPERTIES AND SHALL a :.:::::::.::.: CLEAN THE STREETS AND ADJACENT PROPERTIES DAILY w IF SILTA11ON RUNOFF OCCURS. Nsz C U • • • • • • / ' i OWNER SHALL ASSURE THAT THERE IS NO SILTATION OR w w t DAMAGE TO THE STREET AREA OR ANY OFF -SITE AREA, WHETHER ADJACENT TO THE SITE OR NOT. OWNER TO MONITOR c cX' - .� If'l L AY AS N Y _ -- Y _ .�. ,i . _ INSTALL SI t. FENCE 'ARNDRADED AREA AMID ALONt1i.+ OR MAINTAIN ALL GRADING AND DRAINAGE IN SUCH A W V •{ - PROPOSED TOE OF : SLOPE= BL�'ORE START OF �`RADING. OWNER P REVENT SILTATION, EXCESS RUNOFF AND pf ESS �= TO KEEP SILT FENCE IN PLACE AND IN GOOD Q� ON ,� UNWANTED IMPACTS TO PUBLIC OR PRIVATE PROPERTY. IN THE 7 IS RESPONSIBLE �. r - ' ! ` I REPAIR :UNTIL VEGETATION IS MATURE AND STABILIZED AND p �L K. A .� I EVENT OF ANY SILTATION OR DAMAGE, OWNER IS TO ��• `�.�` 7 Z •:'.: • I THERE I� NO DANGER EROSION OR SILTATION. IMMEDIATELY CLEAN UP SAME AND TAKE CORRECTIVE J SEE DETAIL 1 ON SHEET 3 MEASURES TO ASSURE THAT THE DAMAGE OR SILTATION IS cu NOT REPEATED. y No. 41022 0 V ; \'� -1 EXPIRES 3-31 -2007 I *� \! Cg W CIVIL OF w0 • REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK OC 0073 $(;,�( DESIG ED DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. �3 BENCHMARK: S.D. CO. SURVEY M ONUMENT HORIZONTAL: 1 " =10' NT PLANS PREPARED UNDER SU ERVISION OF RECOMMENDED APPRO D GRADING PLANS FOR 11836, BRASS DISC IN STANDARD 7962 -G MONUMENT O INT OF ENCINITAS BLVD do BY: BY: JUNG RESIDENCE 01-186 TPM /COP SEEMAN DRIVE, STA 60 +60.25 PER R.S. VERTICAL: n/o ATE: 41 DATE: v DATE; APN 259 - 131 -54 458 -66 ENGINEER OF WORK R.C.E 022 —�— p ELE V: 315.50' DATUM: MSL, NGVD'29 MICHAEL K. PASKO EXP. 313112007 EROSION CONTROL PUN SHEET 5 OF 6 U Sept 24, 2004 — 16:12: 34 P:\00-007 Jung \dwgs \00007GP2.dwg PLOT ® 1 =10 F7_50,15-1210 OSION CONTROL (CON IINUED FROM SHEET 1) F. S TORM WA TER POLLUTION CONTROL BMP NOTES G. SAN DI EGUI TO WATER DISTRICT NOTES ASE EMERGENCY WORK 1S REQUIRED, CONTACT RAY JUNG, OWNER, AT (760) ) REL ATIVE VE TO CONSTRUCTION ACTT W TIES 1 REVIEW OF THIS PLAN BY SAN DIEGUI TO SYMBOL FL O STEP WATER DISTRICT DOES NOT CONSTITUTE A PLAN � (24 -HOUR CONTACT NUMBER). - CONCRETE WASHOUT REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR No. FLdn FLup L COMMENT: NON - EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF 1 344.80 345.00 12.37' NO STEP, JOIN EXIST 12" SD DN STRM 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL THIS PROJECT. TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT 2 346.00 346.22 14.58' - SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY AREA TO CONTAIN WASHOUT WASTES ON SITE. IT !S ILLEGAL TO WASH CONCRETE, 2) ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSINGS, LINE 3 347.00 347.21 13.98' - DEVICES WHEN RAIN IS IMMINENT. SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE ST PARALLELING. OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR 4 348.00 348.19 12.35' - CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SH ALL P T A SIGN PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE . 5 349.00 349.18 11.82' - 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE DESIGNATING THE WASHOUT LOCATION SHOWN ON IMPROVEMENT PLANS ELECTRIC AND SEWER TO CROSS UNDER WATER MAINS 6 350.00 350.19 12.68' - APPROVAL OF THE ENGINEERING INSPECTOR. UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 7 351.00 351.16 10.69' - 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER - CONSTRUCTION SITE ACCESS 3) CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE 8 352.00 352.17 11.11' - TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH 9 353.00 353.16 10.74 - AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING 1S AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT 10 354.00 354.15 9.86 - 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE MATERIAL SUCH AS GRAVEL AND /OR CORRUGATED STEEL PANELS � LATES. SAN D THEY SH ALLO WATER DISTRICT STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEN 11 355.00 355.12 7.68' - BE UPGRADED TO CURRENT STANDARDS AT THE OWNER S EXPENSE 12 356.00 356.18 11.82' - REQUIRED BY THE CITY ENGINEER DUE TO INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. - CONSTRUCTION VEHICLES 4) UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER 13 357.00 357.11 7.40' - SERVICES. 14 358.00 358.11 7.22' - 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED FOR 15 359.00 359.10 6.54' - TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT 5) MINIMUM HORIZONTAL SEPARATION OF 10 FEEL REQUIRED BETWEEN FIRE HYDRANTS AND 16 360.00 360.10 6.71' - HAZARDOUS CONDITION. MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE SAN DIEGO GAS AND ELECTRIC VAULTS. 17 361.00 361.12 7.93 - 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL 18 362.00 362.11 7.49 - BE INCORPORATED HEREON. - EROSION CONTROL 6) ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER 19 363.00 363.11 7.13' - TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. 20 364.00 364 3.11 7 - 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED 21 365.00 365.19 12.66' OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING 22 366.00 366.14 9.25' - 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND 23 367.00 367.14 9.47' - EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY COVER VEGETATION, AND BONDED FIBER MATRIX. 24 368.00 368.18 12.16' - PERCENT (4070. SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. 25 369.00 369.19 12.90' - RAINFALL 26 370.00 370.20 13.20 - DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE 27 371.00 371.17 11.06' - 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING 28 372.001 372.171 11.55 - OF GRADED SLOPES (90X COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. 29 1 373.001 373.25 7.66' S =3.3% - JOIN 2:1 DITCH UP STRM STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS OF CONSERVATION. SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP NOTE- E. HYDROSEEDING DECREASE EROSION. 1) CHANNEL BOTTOM SLOPE (S) IS FIXED AT 1.5X UNLESS OTHERWISE NOTED ; TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS 2) LOCATE ELEVATION POINT 'FLdn IN FIELD - MATCH EXISTING GRADE O PL ; NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES EROSION SHALL BE 1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL . 3) ADJUST LENGTH 'L' PER FIELD COND17IONDS ; TO VERTICAL) OR STEEPER WHEN THEY ARE. PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD 4) VERIFY ELEVATION VALUE 'FLup" FOR UPSTREAM CHANNEL POINT BASED ON FIELD - VERIFIED 'L: A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS. AND BIND THE SOIL. B. 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS SLOPE IS NOT SUBJECT TO REFERENCE DETAIL 1. SHEET 4 EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE MATERIAL AS APPROVED BY PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND TABLE 1 REFERENCE PLAN SHEETS 2 do 3 THE CITY ENGINEER. GRADING ACTI ARE COMPLETE TERRACED STORM WATER CHANNEL ELEVATION DATA 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. FOR THE GROWTH OF THE HYDROSEEDED GROWTH. 3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: - ON - SITE CONSTRUCTION MATERIAL STORAGE A. SEED MIX SHALL CONSIST OF NO LESS THAN: A. 20 LBS. PER ACRE OF ROSE CLOVER B. 20 LBS PER ACRE OF ZORRO FESCUE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE C. 3 LBS PER ACRE OF E SCHOOL CIA CALIFORNICA AND SPILLAGE CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY D. 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR E. 3 LBS. PER ACRE OF ALYSSUM (CARPET OF SNOW) ALL FUEL STORED ON -SITE F. 112 LB. PER ACRE OF DIMORPHOLECA ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE G. ITEMS C, D, E, AND F OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER RESIDENTIAL STRUCTURES. FLOWS AND STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED H. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING. BARRIER AROUND THE PERIMETER AT ALL TIMES. 1. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOB SITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTlFICA77ON TAG ATTACHED TO, OR PRINTED ON, SAID CONTAINERS. TRAINING J. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT - THE DISCRETION OF THE CONTRACTOR. CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS 2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2.000 LBS. PER ACRE. TYPE SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO FIBER MATERIAL: WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY EVERYONE WORKING ON SITE. THE PROPERTY OWNERS) AND THE PRIME CONTRACTOR I° -- MECHANICALLY PUNCHING NO LESS THAN 50X OF THE STRAW INTO THE SOIL. MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN o RESPONSIBILI 3. FERTILIZER CONSIS77NG OF AMMONIUM PHOSPHATE SULFATE, 16 -20 -0, WITH 1.5X ►.{' SULFUR APPLIED AT THE RATE OF 500 LBS. PER ACRE. - WASTE MANAGEMENT AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND a 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINA77ON OF: UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON A. TRACK WALKING SLOPES STEEPER THAN 6:1. THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS a B. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM "A" ABOVE STRICTLY PROHIBITED. w 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: A. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. SEED BED. BERMS/DIKES SHALL BE PLACED AROUND DUMPSTERS a B. THE ADDITION OF SOIL AMENDMENTS, ph ADJUSTMENT, LEACHING OR COVERING SALINE TO DIVERT THE NATURAL STORM RUNOFF. DUMPSTERS SHALL BE CHECKED SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH. FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED. TRASH MA TERIAL. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER-BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE FOR INFORMATION ON w DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE QU O f E S S / ON U PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. E L K A ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND 0-1����� 4'r STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT cn ° U� MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE �, No. 41022 ,Z d EXPIRES 3-31 -2007 .� Lv 4 4 • r-+ AP �71 F r p OF C A1. \1 ... DESIGNED BY DRAWN BY CHECKED BY REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK Oc 0073 SCALE PLANNING & BUILDING T N MP TN MP APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. �3 BENCHMARK: S.D. CO. SURVEY MONUMENT PLANS PREPA ED UNDER S VISION OF RECOMMENDED APPR D GRADING PLAN FOR. 7962 -G cozo BRASS O TNT OF ENCINITAS BLVD HORIZONTAL: N/A ,� 2 �a BY: BY: - JUNG RESIDENCE 01 - 186 TPM /CDP SEEMAN DRIVE, STA 60 +60.25 PER R.S. VERTICAL: N/A l A 458 -66 ENGINEER OF WORK R.C.E 41022 DATE. 1 fi/ D4- DATE. _ a�2Qjog APN 259 - 131 -54 0 ELEV: 315.50' DATUM: MSL, NGVD'29 BY DATE MICHAEL K. PASKO EXP. 313112007 TITLE SHEET I SHEET 6 OF 6 Sept 24, 2004 - 15 P: \00 -007 Jung \Dwgs \00007GP1.DWG PLOT 0 1 =20