Loading...
2001-6984 G (Plans) FGMADM G NOTES NOTIFICATIONS EROSION CONTROL WORK TO BE DONE I . IN CASE EMERGENCY WORK IS REQUIRED. CONTACT BRUCE WIEGAND S.0.R.S.0. - SAN DIEGO REGIONAL STANDARD DRAWINGS . WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS,, 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AT 858 - 759 -0206 THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A 40' EASEMEN ITEM SD.R SYMBOL QUANTITY CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR 2 . EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE l ow _ _! CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM ON THESE PLANS, HOWEVER: NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT 20' 20' PROJECT BOUNDARY SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION REQUEST FOR INSPECTION. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. F 1 PROPERTY LINES MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED 20 EXISTING CONTOURS - -- -40U -- 2. THE SOILS REPORT TITLED " REPORT OF GEOTECHNICAL LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID PREPARED 8Y: GEOTECHNICS INCORPORATED 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL 10' 10' INVESTIGATION; CORTA LA BELLA, LOTS 1, 2, AND 4" PROPOSED CUT /FILL LINE UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION. FOR C DATEO:MARCH 23, 2001 SHALL BE CONSIDERED VERIFICATION AND LOCATION OF UTILITIES AND NOTjFICATION OF DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE COMMENCEMENT OF WORK: CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. PROPOSED CONTOURS 40 DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND A. SEWERS - CSD (760)633 -2770 �? G�� PROPOSED SPOT ELEVATIONS 480.0 % SPECIFICATIONS CONTAINED IN SAID REPORT. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL � 46*- 2% ( 2% 2X - �• B. GAS 6 ELECTRIC SDG&E (800) 422 -4133 MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE 0 000000000v 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF AN INCOMPLETE GRADING OPERATION OR UNFORESEEN �F __ ___ •l,�. PROPOSED GRAVEL BAGS (SEE SHEET 6) EA SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF C. WATER - OMWD (760753 -6466 CIRCUMSTANCES WHICH MAY ARISE. IMPROVEMENTS WITHIN STREET RIGHT -OF- WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN D. TELEPHONE - PAC -BELL (800)489 -3441 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECES- 6" TYPE "A A. C. BERM PROPOSED 2:1 FILL SLOPE CONJUNCTION WITH IMPROVEMENT PLANS. SARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS PER G -5 (TYPICAL) � E. CABLE TV - (800)422 -4133 WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. PROPOSED 2:1 CUT SLOPE 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY -OFF -SITE EX TMM SECnOff PROPOSED DRAINAGE SWALE (i% MIN.) GRADING. F. UNDERGROUND SERVICE ALERT (800)422 -4133 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON CORTE LA BELLA (SIZING. 5. CONTRACTOR SMALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 Not to Scale PROPOSED RIP -RAP ENERGY OISSIPATOR (0 -40) SHEET 2) CY TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR PHONE: (760) 633 -2770. AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH P ROPOSED 6" AC DIKE (TYPE "A ") (G -5) LF REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. WORK DAY. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR g, ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE PROPOSED 24' WIDE AC PAVEMENT APRON (DS -7) A EA 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR INSPECTION. PHONE: (760) 633 -2770. ALL WORK PERFORMED AT THE OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROPOSED SLOPE HYDROSEED AREA (SEE SHEET 6) SF BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER REJECTION AND REMOVAL. OR A LICENSED LAND SURVEYOR. AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. PROPOSED PCC DRIVEWAY SF 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SOILS ENGINEERS CUMFICATE 10. SHOULD GERMINATION OF HYDROSEED SLOPES FAIL TO PROVIDE PROPOSED 12" AREA DRAIN c EA SAFETY DEVICES. INCLUDING SHORING, AND SHALL 8E EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR RESPONSIBLE FOR CONFORMING TO ALL LOCAL. STATE AND I,Awr#VAN SEzFAsfA REGISTERED 6tVI& ENGINEER IN THE STATE OF TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PROPOSED 6" PVC LF PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND CALIFORNIA, PRINCIPALLY DOING�6GSINESS IN THE FIELD OF APPLIED SOIL OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE PROPOSED PfAI INA&E DITC.4 PER DETkIf. A. REGULATIONS. MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION. CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY B. GRADING A1& EQUIPMENT OPERATING WITHIN ONE -HALF (112) - DIRECTION BETWEEN THE DATES 3 a-7 -2 ONE COMPLETE NyDROSEED MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. RECOMMENDATIONS. HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY 1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. ENGINEER, ALONG WITH UPDATE LETTER DATED (N /A) FURTHERMORE, I 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE LEGAL DESCRIPTION PARCELS 1- 2, AND 4, PARCEL MAP 16199 HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE a. THREE FEET OR MORE IN FILL AREAS. 9. NO GRADING OPERATIONS SMALL COMMENCE UNTIL A PREGRADING RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. b. 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS SLOPE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, IS NOT SUBJECT TO EROSION DUE TO THE EROSION RESISTANT A.P.N.: 264- 223 -29, 30, 6 32 GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING CHARACTER OF THE MATERIAL AS APPROVED BY THE SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN CITY ENGINEER SITE ADDRESS CORTE LA BELLA, ENCINITAS CALIFORNIA ADVANCE BY CALLING (760) 633 -2770 POFESSiON 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL o� •�F.a �� AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDEO PERMITTEE WIEGAND NEGLIA CORPORATION 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY ' ,� �, GROWTH.- 1060 WIEGAND STREET PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE = m� z ENCINITAS. CA. 92024 DEVELOPER SHALL SUBMIT TO AND-RECEIVE APPROVAL FROM THE o < CO 333 m 3. HYDROSEEDING SHALL CONSIST OF ALL THE FOLLOWING: CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER 3.3/ - 03 1. SEED MIX SHALL CONSIST OF NO -LESS THAN: MANFRED J. DITTMAN AND ELISHETH K. DITTMAN SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE SIGNED: * Exp. * OWNER CO TRUSTEES OF THE DITTMAN FAMILY TRUST CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING P. N0. yo33� alp civic- `� a . 20 lbs. PER ACRE OF ROSE CLOVER. DATED: MARCH 4, 1992 OPERATION. r � b. 20 lbs_ PER ACRE OF ZORRO FESCUE. !TREET pF CA L 1060 WIEGAND 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING EXP. DATE: c. 3 lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA. ENCINITAS. CALIFORNIA 92024 PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA. ESTIMATED OUA MES RELEASE OF SECURITY, AN AS- GRADEII- CERTIFICATION SHALL- BE DECLARATION OF RESPONSIBLE"RGE e. 3 lbs. PER ACRE OF ALYSSUM (CARPET OF SNOW) . PROVIDED STATING: "THE GRADING UNDER PERMIT NO. ? ? ? ? -G f. 1-/2 lb. PER ACRE OF DIMORPHOLECA. CUT 5,800 C.Y.* HAS BEEN PERFORMED IN SUBSTANTIAL I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR T+1IS PROJECT. g, ITEMS c.. d, e, AND f OF THIS SUBSECTION MAY BE CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE FILL 5,800 C.Y.* THE ATTACHED -AS- GRADED PLAN ". THIS STATEMENT SHALL BE OMITTED ON LOCATIONS WHERE THE AREA BEING • FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC WHO CERTIFIES SUCH GRADING OPERATION. CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. STREET OR RESIDENTIAL STRUCTURES. EXPORT / 0 C.Y.* I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A 12. ALL GRADING SHALL BE OBSERVED -AND TESTED BY A QUALIFIED BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY * EARTHWORK QUANT4 TIES ARE ESTIMATED FOR PERMIT PURPOSES SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVE RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DRILLING OR BROADCASTING BEFORE HYDROSEEDING. ONLY. (CALCULATED ON A THEORETICAL BASIS. ACTUAL AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS DESIGN. i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOB- QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS). AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE 1,0 ESSi DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF q GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND �O A. p TAG ATTACHED T0, OR PRINTED ON SAID CONTAINERS. TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT ,`�QQ �S'�,�y�, j. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE c 3 p z HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING _ c0 N0. 29577 m 2. TYPE I MULCH APPLIED AT-THE RATE OF NO LESS THAN PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS EXp. 03/3/03 a 2 ,000 lbs. PER ACRE. TYPE 6 MULCH (STRAW) MAY BE ARE SUITABLE FOR THEIR INTENDED USE. SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED T CON TRACTOR ALL PROPERLY GRADE ALL EXCAVATED BY: DATE 7 O1 !3. HE Sp FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED �� SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING WAYNE PASCO CIVI\ TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID R.C.E. 29577 EXP. DATE 03/31/03 OF' CA1 DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE. SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION 16 -20 -0, WITH 15% SULPHUR APPLIED AT THE RATE OF OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT 500 lbs. PER ACRE. DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO INSTALLED. HYDROSEEDING BY: OVV111ERS CERTIFICATE. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND I. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR COMBINATION OF: SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE a. TRACK WALKING SLOPES STEEPER THAN 6:1. MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION b. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM "a" SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND STABILITY OF THE SITE. ABOVE. AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM ,� )►�t�r�AMr Fyn►: /a rowsl 2. CONDITIONING THE SOILS SO THAT IT SUITABLE FOR NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO � --� PLANTING BY: A DEPTH OF 6 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 _ PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A PLACE. SPREAD, WATER AND COMPACT THE FILL IN STRICT DATE DAMP, BUT NOT SATURATED SEED BED. ACCORDANCE WITH SPECIFICATIONS. b. THE ADDITION OF SOILS AMENDMENTS, ph ADJUSTMENT, 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH_ LEACHING OR COVERING SALINE SOILS TO PROVIDE VIABLE - .r GRADE TO PRODUCE SMOOTH-SURFACES AND UNIFORM CROSS CONDITIONS FOR GROWTH. SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A SHALL BE SHAPED. PLANTED AND TRIMMED AS DIRECTED BY THE VIGOROUS GROWTH -UNTIL THE PROJECT IS PERMANENTLY ENGINEER OF WORK AND LEFT IN A-WAT AND ORDERLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE do0 CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE AND ALL SECURITY RELEASED. PRaMT Sn LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED $ OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN I PLEASE SEE SMEET 3 OF 3 FO NOM- EVAS rL *NT JFEuES ijST. ACCORDANCE WITH THE GRADING ORDINANCE. 16. ALL TREES. BRUSH. GRASS. AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED. PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE rr FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. LAMSCAPING 1. ALL SLOPES SHALL BE PLANTED -AND IRRIGATED IN ACCORDANCE WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL Ag BUILT CARDIFF SANITATION DISTRICT ENCINITAS FI DEPARTMENT OLIVENHAIN MUNICIPAL WATER DIST VICINITY MAP CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND NOT TO SCALE ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. POTABLE WATER .q"STF.K APPROVAL .•••» tA)^1 ~ APPROVED APPROVES Et Y: 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL WAY E �, PASCO APPROVED � �i SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION BY: � �� Q)f BY: OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15. �. y • 21577 - . DATE RCE DATE: GATE: 8 � D � R, Expires 2 Years 8g853 BATE -+t' - Note: i� n �ture Ex T ?�"Ff"'�� No REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE COMMUNITY DEVELOPMENT Ms D JRW Y C WP Y APPROVALS C I TY OF ENCINITAS ENGINEERING DEPARTMEN DRAWING NO . O w 133 DESCRIPTIgN: STANDARD BRONZE DISC IN CONCRETE REVIEWED: PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDE APPROVE GRADING PLAN FOR: Z I MO N, �- �. AS b"T LOG. ION: t0 NOIRTµl OF STA. 261 +99.72 RANCHO p �pIZONAL N/A DATE: 0 BY: BY PARCELS 1 2 & 4 PM 16199 69 SAN, FE ROAD NEAR FENCE EAST SIDE R R. C C. E E. NO . Z O A f OF *D. RS. 454 VERTICAL N/A 10 S C YNE PASCO 29577 DATE: 2 DATE: 1 l � � . • RECORD FROM: CO BENCH J0302 BY: DATE EXP. 3 - 3i - 03 WORK PROJECT N0. SHEET 1 OF 3 ELEV 7 DATUM: PE 938 145y N PM 14480 I M 1 PARC[' _ 4 PARCEL � \ PR• I VATE ROAD PARCEL 3 �_ � ��,.� � .. + j 7 • : � co AND UTILITY EASEMENT PER ! 4 w "�� �� am 307.05`. B� 33' , , ` � � OD KNOWN AS WISHBONE NAY ■ !�' "' i �00 S 87 : 33 33 p / , 1 / / ( \ 1 1 ` If -- -_- - 1 -340 If INSTA 'NO PAIOING =FIRE LANE' \ l SIGNS YPICAL) x I �' / + ; NOTE '' �` \ III �I I I I I I F LANDSCAPING ON NEWLY CREATED SLOPES IS TO BE PERMNNENT AND W ILL NOT BE REMOVED W iTi4arr NOTIFICATION 70 TIC. C OF 3 3f- ` i' - _ W �� EJVCIN ITAS. THIS DIRECTIVE 15 FOR STORM _- waTIM WALITY Pu NO` / �� V Al OONSTAUCT rOI�L M Y, YZT E AU PMENT x'320 RUC TION' , ICU _ ITd71V'7`Eld�!'fdC-E;- -8R S TO E OF CONS _ - --" �. �. _. _ � � l , _ ._ - _ F�dTMIA - OR - EQUI-PMENT . HALL OC UP h%1 THIJ. 3'x3 x THICK RIP-RAP � $ __ J _ _ _ v 40. 3 - __ -, OPEN t� S� OR ADJACENT TO T 2 • _ - --_ _ THE 'SPACE SEME - � '' 1 BACKING MTIH FILTER FABRIC 25 " x. 96 " CMF'A ` s� FILL BERM OPEN SPACE EASEMENT LINE 2•=' 31 P� . _ i �. 1 . - 1 1 L..L• L _- 3* �„ ITT 20 AI j TN. A (BUILT I R . C . E . NO . DATE. PER DOC . _ 40- _ v .o w ` O / FENCING AL ONG OPEN SPACE I� I " t INSTALL ORANGE SNOW P BOUNDARIES DURING CONSTRUCTION. Ckv Tp - FENCING ALONG - OPEN SPACE. 'c� `} 1 0 s Q �°OSEO SPA / r ' BOUNDARIES DURING-CONSTRU TION. s _ 3N BE 7AW SPLITFAGE - x �1! _ o•' EASEACINT Sectl A -A � + _ -� ,� y 3 Q£ �� Ate- - _ - - - -- - O �� Not to Scale .� .-- !d © REC. - -___ _ o - _ a 4 _ } - Y I 3'x3'xi THI -73 CK R - 1 .�' '�' 2 � 3 ' ! \ �`` f / 30 !o�j� O B K ING NTH FILTER FABRIC •>> 330- 4 - E IN BB 340.0 If Ax LUA 6 PV @ 1 , o ' . z� ,��p' l Ft 1 1 Berm a .� �� � rs ate'; ♦s .M \ f LIMIT 1 ^ � �g _ 338 - ; l / 1 t w � • _ °r �--► 6 ' sJ� OF GRADING c 3° 56.04 as M ° pr -„ i ° - N � � 3�° Ips LIMIT PAD MIN P !898.6 0 �` A� . ,� ssp.41 OF GRADING PaO o ..� . AD . 3 3&0 a . ° - .�' v►+ ;R EXISTING GROUND N �, 1• '�'� ��.� �/% •t.► te a•' ' 4 1 r / fir' �,s' - C °s _ ! .f t t Lo DITMAN PATIO REV1510 FINISH GRADE t� �"'o . \ 0 �p 1 , ` 335 . r 1 2* CUT 0 Nr \ �, 342. TG TYPICAL `� 34i 6 - -B -- _ _ �� 338 S�a ctton B 3�0 ow • BORROW AREA AL =310 -t*s ���.eo r_. - -' Not to Scale h. w -35 z� _ ( ; C f. - - _ -- - -(.I DIED oPnON GQASS Or 'NRF LINED b O ! 1 x'xi ' THICK' IPAP N0. 3 N 9 , EX. 8 PVC SEWS pE g3]6 f �� T IL OP TION �VElZ LAi�DLOK - � `- K �p 24 t� _ •� _ - - - 1 - / L- 0P 1 BACKING MTIH F7 TER FABRIC 3 . 0 I t, f � f = _ O VER GEOn)( 4 V PV ATfRMAJN EXT r,? � TURF REINFORUMEAr M/►3o+f 6COCK 25x Q � �8 - 4 __. - - _ - - uj LIN11�fs 6 _ iTAtiN IN@ WlIL1•,. S �; ; '� '� \ - ERISfiIIvG 4'0' PRIVATE INSTALL 'NO PARKING -FIRE LANE' ag, WRITE LA L A D**VNEFiENTS �- �. `�� ,Q;f• . �; s'� F51. 0 ROAD A UTILITY SIGNS (TYPICAL) T W * S37'1 � �� � F M Y ` PER PARCEL 1 to' 1o' :o 'c �$ Q �t MA 16199 _ ANCROQ • • . ' 010 W =33 • ` � 'P 348.0 � • s M` � • , 3'x3'x1 ' THICK RIP -RAP Nn b .... 1w 3�.1 i . • ` TW = 3al•4 #ACKIN� TIH FIL IC o 8w = 341• a \ \ gW = 331.0 20' PEES IAA1 AND c I,�t- I EQLESTRIA EASEFENT ► Q xS IW To N � T1N 337. A PER PM ,�� i .Q PARCEL 9 PM 16199 - ExISTZM GR000 332.0 IE �0 *Ar110 " o1 n bw• 33'4'(° A � 6 "PVC @ ` '3`°' � ��1N1N6 WAIF. MOT - A -PART TN= 339• `'' ' �. o ! - , ,� i Sectl C-L 6W= 3,31r.b i,� w TW= 341. =� r �" 1 ti� - -- Ems. - .�.o ' �� 3 1 - 337 Q "00; �`' � w y�. ; %� - DR AIN & E DITCH DETAIL (Typxk) Not to Scale _� = 3 1 e 1 1 ? 0.330.e IIOT TO SCALE Tw :331 1 .4 ��;� , ` � �� � : -- ' ' ' - �� pW = 33b•i. Z ? c OFFSITE GRADING BY `.` i� - _ �)PLAC,E 3 AtNC.NOtS PEA fib OF_�M�4TE1LlAL. �" LETTER OF PER4ISSION % f �, _ •++ a . _ IGI�ED BY MARK MWELEA ': °i- i �(/ __ _ -- r' 2) FOP, bf-K- LIMED OPTIOAI,INSTALL (f#TEX WOVEN ' _ f � * 311.0 � '�'� y TED ./�Y_���L_ .rw =3y55 t � {� �'�.�� ;...��.�,�`� � - MOuIUFI��MENT 6rE /tEXoI,.E�Nl1. 1hFOK LQa4�.) OK ' 4 dw.3Z�•o "dI - ew• 396.5 ' I 1 , , ;� ` - - ?FOR 6�R OICTuRF oP'rr N IAI�AIL c�Am me tow~ � � --� c2 5.4 IE � r- � / n � -\ - TEA NSD TURD AWFORCEMEwri0r. T11 •4 .0 J E ) ; I %- GRA SS Of AO(,K L ENE U SW Al ES hRC F01C STbR>+41ER _ s 'L. ,a= so, o' • i `� • �. j' `� •� 23.1X /�� / i �� r `.. _ T E 3 9F NoT To BE 14OD1 !EO e ' - -1.- QJ14t,1 PUi<Pbs s /E ti+► � =3 3t.•1 �� 1 ry� "' e'N • 3 x1 ' THICK RIP -RAP NO. 3 / // �/ , � / f i _ 1. 1li�}JO PRIO C wsfNr B Y SHE CITY or Cmu# s F6e ���..� ' I. i cJ y v' �� KING NTIH FILTER FABRIC Lk o` f ��, 0' PEDESTRIAN Ak , _- EQLETRIAN EASEMENT R PM 16199 _ �O �E A. P � F \ TW +3L1•D �Q�P S� GRAPHIC SCALE 1"-40' ` _ + gW • 32,l w No. 29577 � ,- . . Exp.3 /31/03 0 40 80 120 CIVIL O a�Q OITMAN POOL ACCESS _ � OF cAL�F P � 5'1 �c� �o REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE COMMUNITY DEVELOPMEN DES IGN ED Y D RAWN Y CHE Y APPROVALS CITY OF ENC I N I TAS ENGINEERING DEPARTMENT DRAWING NO. DITMAN F1 nO 119 02 VIEWED: PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVE GRADING PLAN FOR: ITi� (aACk{q{tp � D/W � ) pj DESCRIPTION: STANDARD BRONZE DISC IN CONCRETE R EVIEWED: z �1 w Pq ET. ALL tt O LOCATION: 200' NORTH OF STA. 261 +98.72 RANCHO Ho RIZON AL i " -40' DATE: a� B Y: BY: E 2 4 PM 1 6199 a Ln -- pm C LS 3 SANTA FE ROAD NEAR FENCE EAST SIDE _ _ Q ?i 29577 . /2 7 D 1 R R I OF ROAD, RS. 454 VERTICAL N/A r '� YNE PASCO GATE. I9 7 RECORD FROM: CO. BENCH J0302 EXP. DA ELEVO 176.18 Y: DAT 3 - 3i - 03 WORK PROJECT N0. SHEET 2 OF 3 PE 938 I _ -- --s� am 7 -Mw� .00 MEMO wmwmw_� — 1 PL Sna s ` t kS VE E T , B OTANICAL NAME COMMON NAME * *%P/%G RATE LBS /Ac REMARKS , m fasciculatum chamise 50/20 5 LBS /Ac NO TREATMENT _ I Adenosto a _ \ , Artemisia californica California sagebrush 15/50 8 LBS /Ac NO TREATMENT Encel is cal i fornica California encel is 40160 2 LB /Ac NO TREATMENT ' Eriogonu�r fesciculatlum flat - topped buckwheat 10/65 8 LBS /Ac NO TREATMENT T r i� /Ali.,. +....' -- ?..!ti ��• ' _'� __'1' - . _ .._`*c _;t.. �._!4 _ � -C h 4 -' Isocoma menzies2_ coast goIdenbush 201 4 LBS Ac / NO TREATMENT 1 _.- _. - •' Lotus scoparius deerweed 90160 4 LBS /Ac HOT WATER N,� QS i IC EE M►X !N T�1 rS 491 '1 - Lupin lu pine succulentus arroyo I pine 98/85 3 LBS /Ac HOT WA TEA SK�u, GOI{J�IST 0 F !�k �� Vi4 S VE/ - Mimulus punicaus red monkey-flower 7/70 2 LBS /Ac NO TREATMENT - *Nassella pulchea purple needlegrass 70160 4 LBS /Ac NO TREATMENT a r , " - Salvia apiana white sage 70/50 5 LBS /Ac NO TREATMENT _ - - - -__ ................... ' - 00 _.. 'A TAEA T,1'�NT k 70/50 5 LBS c NO �� I Salvia mellifera black sage c 4 LBS /Ac T 1 - _ .. -- 0 TREATMENT Viguiera laciniata San Diego sunflower 40160 NO E MEN . '' 1 :;' TOTAL LSS. 54 LBS /AC Note. * Nassela seed shall be tilled into the soil prior to application �it36�rve S ; of the remainder of the mix. 40 ' Purit and Percents Germination of the F Y � O < ** %P/%G- -Percentage Y 9e 1 - - 0 •" seed per species. This is the minimal acceptable quality of the seed to be p ro-ided - ' ' yr_ f- fr ' :' ` • l I • r Q _ r , LE EROSION CONTROL PLAN $ fl r) _. O GRAVEL BAGS (2 BAGS HIGH) 000000000 3.683 EA H DROSEED 16,990 SF . s'." . ... / own / \� .. - ,` / / 1 ;� •t • • r lf.'R..�I • - _..' i • • r . •• • 4�• . ' fto C � AND � 4NO 4=D : . RUNOFF BAGS ` �; . �\ .:` �J:Y� {a•;.I�:a ,. �� WITH ENDS OVERLAPPED , , _ ..: •. �.:: : :z� • ::., �,,, r I GAP BETWEEN BAGS r i J S k i : r ::X:i. ' •:'"' ..� ` ; f:�r � - ► A . .. - - .?�'•• •,;• •:'C.� :t' :..v. , •:;,. •;• lays ,, � • , i , -.- , _, 1 _.. ACS S SPILLWAY �:•:z: .... .. , , DETAIL: GRAVEL BAGS ... .t. ..i: :�.: :' Not to Scale '.1 r.. i /•. ..... •• • ...: :.. ' . . - • j, '. .�. :.: :!:•i ftt Y .•:•:..;: a. iij i i �• <. .� OQpr • f. •: } ti }-t:�a .!•5. .Li.� tf� -a• _ +- r _ - � _r J , / . , / { ,., .r .�': i .::`.l r.:<. �.. _,. .t Jar ;/ -! , l � 'V• •' . +:t.:'+I�L: .�.+r'. . ..y' :• :•�� .Tye: .i...•�•. �. - : 1. e, : : • .1. . i: : •:•�::•.'• , rN � -_ ,_ __ `�' -, f , � , • , ,� j / � i '•` ,�.: i r • Q : .. .... .... c 1 1 1 .......... :�...:2 l.. 1 .N' GRAPHIC SCALE 1 " -40' 0 40 80 120 a W , Ul— . �3 C\j° cu REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE COMMUNITY DEVELOPMENT s MHSD Y DRJRw MEWAP Y APPROVALS CITY OF ENC I N I TAS ENGINEERING DEPARTMENT DRAWING NO. DESCRIPTION: STANDARD BRONZE DISC IN CONCRE E REVIEWED PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED EROSION CONTROL PLAN FOR: MONUMENT j LOCATION: + ORIZONAL 1' -40' '�) DATE:9 BY: BY: � ,' At �,,,,. , , 0 200 NORTH OF STA , 261 98.72 RAN d /4 PARCELS l 2 & 4 PM 16199 6,9 84wG a - W SANTA FE ROAD NEAR FENCE EAST SI - U� R.C.E. NO . 29577 - /Z Z7 OF ROAD, RS. 454 VERTICAL N/A I b DATE: �- DATE: O/ RECORD FROM: CO. BENCH J0302 AYNE PASCO ELEV: 176.16' DAT M: BY: DATE EXP. 3 -31 -03 WORK PROJECT N0. SHEET 3 OF 3 PE 938