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1999-5844 G (Plans) GRADING NOTES NOTIFICATIONS HYDROSEED NOTES LEGAL DESCRIPTION REMAINDER PARCEL, PARCEL MAP 16811, CITY OF ENCINITAS, COUNTY OF SAN DIEGO 1. ALL WORK SHALL BE CONE IN ACCORDANCE WITH THESE PLANS, 1, THE EXISTENCE AND LOCATION-OF UNDERGROUND UTILITY PIPES i. HYDROSEEDING SHALL BE APPLIED CONSTRUCTION THE DESSIGN IGN CONSTRUCTION STANDARDS OF THE TO ALL SLOPES THAT ARE THE STANDARD SPECIFI FOR PUBLIC WORKS AND - STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN A•P N•: 260 - 073 -24 , - O CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR THEY ARE: STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN a. THREE FEE OR MORE IN HEIGHT IN FILL AREAS SMEADDRESS RUBENSTEIN AVENUE FEET BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY ON THESE PLANS, HOWEVER: ENCINITAS, CA 92024 REQUEST FOR INSPECTION. b. 5 FEET OR MORE IN HEIGHT IN CUT AREAS. UNLESS THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY SLOPE IS NOT SUBJECT TO EROSION DUE TO THE OWNER/PERMITTEE RUBEN 3, LLC 2. THE SOILS REPORT TITLED PRELIMINARY GEOTECHNICAL STUDY. MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES EROSION RESISTANT NATURE OF THE MATERIAL AS BY: ROBERT MUELLER CONSTRUCTION LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S APPROVED BY THE CITY ENGINEER. 3525 DEL MAR HEIGHTS ROAD,SUITE 344 RUBENSTEIN DEVELOPMENT. 1348 RUBENSTEIN, CARDIFF, CA. RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS �SAN�DIEGD�,CA�92130 PREPARED BY: AMERICAN GEOTECHNICAL, DATED: 114199, SHALL BE 2. IRRIGATION SHALL MAINT - AI�I THE MOISTURE LEVEL OF THE SOIL OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING FOR VERIFICATION AND LOCATION OF UTILITIES AND CAVATICATi01�fi AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED ESTIMATED QUANTITIES SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS OF COMMENCEMENT OF WORK: GROWTH CUT 1A.00 C.Y.* AND SPECIFICATIONS CONTAINED IN SAID REPORT. 3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF FILL 2 C.Y.* SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF A� SEWERS - CSO 633 -2770 1. SEED MIX SHALL CONSIST OF NO LESS THAN: IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE B. GAS 6 ELECTRIC - SDG&E (800) 422 -4133 a. 20 LBS PER ACRE OF ROSE CLOVER IMPORT 1100 *: C.Y.* APPROVALS AND PERMITS FOR -THESE SHALL BE REQUIRED IN- b. 20 LBS PER ACRE OF ZORRO FESCUE CONJUNCTION WITH IMPROVEMENT PLANS. C. WATER - SDWD 633 -2650 c. 3 -- LBS PER ACRE OF E SCHOOL CIA CAL- IFORNICA * EARTHWORK QUATITIES ARE ESTIMATED FOR PERMIT PURPOSES 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE d. 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA ONLY. (CALCULATED ON A THEORETICAL BASIS. ACTUAL GRADING. D. TELEPHONE - PAC BELL 489 -3441 e. 3 LBS PER ACRE OF ALYSSUM (CARPET OF SNOW) QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS). 5. CONTRACTOR-­SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED E. CABLE TV - COX CABLE 943 -9000 f. 1/2 LB PER ACRE OF DIMORPHOLECA ENVIRONMENTAL NOTES: TO PROTECT ADJACENT PROPERTIES DURING - GRADING OPERATIONS-. F. UNDERGROUND SERVICE ALERT (800) 422 -4133 9• ITEMS c, d., e, AND f OF THIS SUBSECTION MAY 1. THE STEEPEST EXISTING SCOPE IN THE GRADED AREA IS 13'X. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR BE OMITTED ON LOCATIONS WHERE THE AREA BEING (EXCLUDING AND EXISTING MAN MADE SLOPES). REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HYDROSEEDED IS NOT VISIBLE FROM EITHER A HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PUBLIC STREET OR RESIDENTIAL STRUCTURES 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 4.9 FEET AND THE MAXIMUM 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR PHONE: (760) 633 -2770. h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED VERTICAL HEIGHT OF FILL 4.0 FEET. BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- WITH A NITROGEN FIXING - BACTERIA AND APPLIED ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER 3, THE CONTRACTOR SHALL GIV€ 24 HOURS NOTICE ON CALLS FOR DRY- EITHER BY DRILLING OR BROADCASTING BEFORE 3. A.) AVERAGE DEPTH _ VOLUME OF CUT (C.F.) 12150 - CF OR A LICENSED LAND SURVEYOR. INSPECTION. PHONE: (760) 633 - 2770. ALL WORK PERFORMED OF CUT AREA OF CUT (S.F.) 20008 SF 0.6! FT WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO HYDROSEEDING i 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL REJECTION AND REMOVAL. • ALL SEED MATERIALS SHALL BE TRANSPORTED -TO THE B.) AVERAGE DEPTH - VOLUME OF FILL (C.F.) i2150'CF - 0.57 FT SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE JOBSITE IN UNOPENED CONTAINERS WITH THE OF FILL AREA OF FILL (S.F.) 21494 SF RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND SO" ENGINEER'S CERTIFICATE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON REGULATIONS. SAID CONTAINERS. I. EDREO T. MARSH, A REGISTERED GEOTECHNICAL ENGINEER IN THE STATE LEGEND j. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO B. GRADING AND -EQUIPMENT OPERATING - WITHIN ONE -HALF (112) OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN-THE FIELD OF APPLIED SOIL THE HYDROSEED SLURRY AT THE DISCRETION OF THE S.D.R.S.D. - SAN DIEGO REGIONAL STANDARD DRAWINGS MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHAL1_NOT BE MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONTRACTOR CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 -A.M. CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY ITEM S.D.R.S.D.# SYMBOL QUANTITY NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. DIRECTION BETWEEN THE DATES DECEMBER 15, 1998 AND JANUARY 4, 1999. 4. TYPE i MULCH APPLIED AT THE RATE OF NO LES$ THAN 2,000 ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY LBS PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, 9. NO GRADING OPERATIONS SHALL - COMMENCE UNTIL A PREGRADING RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. PROJECT BOUNDARY MEETING HAS BEEN HELD ONSITE -WITH THE FOLLOWING PEOPLE ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND WHEN STRAW IS USED IT MUST BE ANCHORED TO -THE SLOPE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT BY MECHANICALLY PUNCHING NO LESS THAN EXISTING CONTOURS GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN AND SPECIFICATIONS. PROPOSED CUT /FILL LINE C ADVANCE BY CALLING (760) 633 -2770. ����0fss`���1 5. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, FILL Z:$ Q- � T ,y 16 -20 -0, WITH 15% SULPHUR APPLIED AT THE RATE OF 500 LBS PROPOSED CONTOURS 400 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY SIGNED: PER ACRE PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE l4? No.Gi2387 AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO PROPOSED SPOT ELEVATIONS 60.0 DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE RCE -NO. * EKu.OS 30 -01 * HYDROSEEDING BY: CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER �fv�Q' ROP 0 GRAVEL BAGS (SEE SHEET 3) 0000000 o A EXP. DATE: 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE �q�OF COMBINATION OF: CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING C PROPOSED PCC BROW DITCH (SEE SHEET 2) (D -75) b b b LF OPERATION. DMARAjION OF RESPONSSIRLE CHARGE a. TRACK WALKING SLOPES STEEPER THAN 6: i ED 2 b. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM a PROPOS:1 FILL SLOPE 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING I HEREBY DECLARE THAT I A* THE ENGINEER OF WORK FOR THIS PROJECT. ABOVE PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROPOSED 2:1 CUT SLOPE RELEASE OF SECURITY, AND AS- GRADED CERTIFICATION SHALL BE PROJECT- AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PROVIDED STATING: "THE GRADING UNDER PERMIT NO. CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS- PLANTING BY: PROPOSED DRAINAGE SWALE (1X MIN.) 5844 -G, HAS BEEN PERFORMED IN SUBSTANTIAL a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A CONFOR WITH THE APPROVED GRADING PLAN OR AS -SHOWN ON I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS DAMP BUT NOT SATURATED SEED BED PROPOSED 3.0' WIDE PCC RIBBON DRAIN 70 LF THE ATTACHED AS- GRADEO PLAN" THIS STATEMENT SHALL BE BY THE CITYOF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT FOLLOWEEY BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, PROPOSED 4' AC PAVEMENT OVER 6" A.B. BASE 2201 5F WHO CERTIFIES -SUCH GRADING OPERATION. DESIGN. LEACHING OR COVERING SALINE SOILS TO PROVIDE I ce. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED VIABLE CONDITIONS FOR GROWTH PROPOSED ED AREA_ (S €€ SHEET 3) -= = `-- `= 3588 5`F w SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVE HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS "`� ""'�'�' " "�" 8Y: �� �'"b DATE 0 4 ) Z v KEYSTONE .- .4,.- ..�,,.� ....�. �._. AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS WAYNE PA 0 GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, &PROPOSED RETAINING WALL �-- �- 1467 F COMPACTION OF TRENCHES_ HE SHALL FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, AND BACKFILLS AND SUBMIT SOILS REPORTS AS TION OF AND WILL DETERMINE THE R.C.E. 29577 UNTIL THE PROJECT IS PL TED AND ALL SECURITY RELEASED -'�- SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF PRIVATE ROAD CERTIFICATION: GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND OPERTY LINE EXISTING GROUND I CERTIFY THAT THE PRIVATE R9AD IMPROVEMENTS AS SHOWN ON THIS PLAN SATISFI €S TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT OERS��� THE REQUIREMENTS AS STATED IN THE FINAL NOTICE OF APPROVA FOR TPM 98 -119. IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE AND THE STANDARDS FOR PRIVATE STREETS. CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING I HEREBY CERTIFY A REGISTERED SOILS ENGINEER OR P LINE R; PLAN AND THAT ALL EMBANKMENTS AND EXCAVATIONS GEOLOGIST HAS BE OR WILL BE RETAINED TO SUPERVISE 2" 100 YEAR FLOOD LIMIT EL. 14-4.6 D ARE SUITABLE FOR THEIR INTENDED USE. OVER ALL GRADIN ACTIVITY AND ADVISE OF THE COMPACTION- � AN STABTLIT F THE SITE. (143.0) W 9 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED PAD ELEV STALL TYP ASONRY ti SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT TAINI LL, STD DWG �. WAY NE A. ASCO, RCE 2957? CAT : OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID " 3 4.0% DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION RUBEN 3, LLC ` ' - - U2 T _ EXISTING GROUND OF FRESHLY GRADED AREAS UNTIL SUCH TIM1E AS PERMANENT BY: ROBERT MUELLER CONSTRUCTION /� DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN 3525 DEL MAR HEIGHTS ROAD U - �� - TYPICAL SECTION C -C INSTALLED. SUITE 344 - - - 0 ELEV SAN DIEGO, CA 92130 NTS 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD EROSION CONTROL SEE SNE;E 4 FOR WAIL gF'rtoNS SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE Ak 11 MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT - -- - EXIST 4" AC PVMT OVER 6" AG. BASE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL ROBERT MUELLER AT (760) 991 -4863 Ti AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM EXIST. 3' WIDE PCC RIBBON DRAIN NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE A DEPTH OF 6 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL PERCENT. IT SHALL BE THE CONTRACTOR'S -RESPONSIBILITY TO NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT PLACE,' SPREAD, WATER AND COMPACT THE FILL IN STRICT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF 20' 20' SANT A FE DRIVE ACCORDANCE WITH SPECIFICATIONS. TEMPORARY DEVICES WHEN RAIN IS IMMINENT, cn 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMM4ED TO FINISH 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED 2 12' 12' Z •-� GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. z o� 0 SITE] - ° o SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS m 9 SHALL BE- SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES EXIST. GROUND 1.5 �' ' 1.5' = o Z 2 EN OF WORK AND LEFT IN A NEAT AND ORDERLY TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER m CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER AFTER EACH RUN OFF PRODUCING RAINFALL. _ �'�� N i o r" EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE - 3 3 D o LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL '" / - N J' OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO 2V MIN. n m r_ ►-' Z v ACCORDANCE WITH THE GRADINGG ORDINANCE. UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES 2% 2% � � o Z m � a -4 WHICH MAY ARISE. ��p sStp 2 - m p Z -+ N n s 16. A TREES, BRUSH; GRASS, AND OTHER OBJECTIONABLE - MATERIAL Q`�' z PROPOSED 2: 1 SLOPE y ~' SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE y ��v M�9 �i� Z m z THE SITE BY THE CONTRACTOR SO TO LEAVE THE AREAS THAT NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO NO cE2�a G -o HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. Q I m FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF * � � 1r EXIST. GROUND GROUND m m DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED ►�" CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. GRADING PLAN SHALL BE INCORPORATED HEREON. OF B. GRADED AREAS A SL THE PROJECT OPE A T THE CO NCLUSIONR N O F E ACH WORK T DRAIN AWAY TYPICAL SECTION 13-13 13-13 TYPICAL STREET SECTION LA111DSCARNG DAY. OM THE FACE OF SL THE E- -. �ti `SS/p NTS I T O SAN PLACE VICINITY MAP i . ALL SLOPES-SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE Q�V y�E A. p NTS NTS WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS - SHALL AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN S C' 0 2 G, CONFORM TO THE CITY OE ENCINITAS GRADING ORDINANCE AND PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40X). SILT Z ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL . NO. 29577 m F CIRMAS FIRE DS'"T EWT SAN DHMM WATM DISTRICT CARDIFF &ANTTATTON DwiluCT * Exp. 3/31 /03 * A5 BUILT a 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE AP P R VE D A P P RO w SLOPES PRIOR T O - OCTOBER i OR IMMEDIATELY UPON COMPLETION EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR �\!, D r �� , � , OF ANY SLOPES GRADED BETWEEN OCTOBER i AND APRIL 15. TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH , 'Cry11. A BY: _ _- BY �9 N < PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 Fc AL 1F0 BY: - -� OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION. ;` DATE: DATE: _� DATE: -4 WAY E A. PASCD DATE . -� RCE 29577 * X v a��' REVISIONS APPROVED DATE REFERENCES DATE B$N SCAM$ (� DEVSLAP oES B� BY I DRAPE ar cHEwAP By _ APPROVALS QTY OF Mq(M4ITAS 0443 O DBP" DIUVv " MONO. WO =m 1 I t - -9RAPIN(i,_PA__ -- - -.- - -- - -- - APPROVED PLANS PREPARED UNDER THE SUPERVISION OF RECO E APP VE GRADING PLAN FOR: R ' zz EVi RETr n WALL _ 441l �tt1�1 QQ HEE 1L HORIZONAL N/A DATE: BY: (((.��� __ BY: _ -- Q /� /� _. ('` m0 BULLT 5-U BOAT SPIKE IN PP #20785 @ BY _ � 5 V 4 4 V a -ncn - ` RUBEN 3 PARCEL MAP N. SIDE OF SANTA FE 6 SUMMIT DR. � Lti _. R.C.E. N0. 29577 VERTICAL N/A DATE: `�ky� ZgJ �ff� - W�PASCO DATE: �:�- � DATE: - 4 ELEV. 150.90 DATUM:USC&GS EXP. 3 -31 - WORK PROJECT N0. TPM 98 -119 SHEET 1 OF4X PE 77 EXISTING-2' SOG &E EASEMENT PER: BOOK 723, PAGE 317, REC: 12/26/1916, OF DEEDS. (TO BE VACATED) m , INSTALL 4`` NC C i•o ° L M IV. ' m 1 N5TAU, 4" pVC L t ° L M1 IN (SEE SNeE 4) � co © (SEE SI+EET ♦) PROPOSED 5' PRIVATE DRAINAGE u CIO EASEMENT FOR THE BENEFIT OF 4 PVr OUTLET e a > pipWER PO ARCEL 1 PER PARCEL MAP- O h 4G � INSTAL TYPE ' D' _PCC BROW DITCH, 1pp' 4\ STD DWG 0-75. GRAPHIC SCALE 1 " -20' N '11'16 "E 263.51' _ 108.9 161 0 20 40 60 , �, :: .,\ . " 1 LO �DTER of ER 1 PEW115310H RATED 8 OUTLET • \ S \h Q �c � C ti `4 W sDG4E - MA I NDEP FEAR . 1 v ULr �� PM 1681 fnRTION Of S.D.G.E. ESl"rT. EXISTINf OVER -HEAD ELECTRIC LINES PAHC' L I TO dE VACATED BY TO UTIILITYY 4 ! * ` �s � 0 PM 16811 i� .A KE`fST NE SEPEKATE DOCUMENT ,, `, AA 9 �0 TNSTA L _ P Y RVINf UTILITY COMPANIES ® XISTIN LINES REMOVE i� y , � m .61L RETAT ING WALL, :!2�� 0 K>cYSTo m P SF- E- SµEET 4) RETAINING WALL• .A� INSTALL Z EXISTING 20' PUBLIC STORM ` �' ` ARCEL �� . 5EE %E'C -T4 2 0 ENCINITAS, DEDICATED & EASEMENT TO THE CITY OF PAD EL: 3.0 REJECTED ON PM 168 -11 1WSTALL 3'Pcc SROW \' \ pITcU - 5tt7E DRAIN 52. a CD i:� \I - 75. F /L 157.8 m (143.0) 2 0 �\ ��' t5t.9 U- U r 16 P PROPOSED PRIVATE INUNDATION & �,; �� "'► o „� 10' ARCEL 1 DRAINAGE EASEMENT PER PARCEL MAP a z AD EL: 158.0 \ ' w c ' �\ l w i w APPROXIMATE LIMIT OF 100 YEAR m INUNDATION ELEVATION 144.6 0 ` l - a TYPE B' PCC BROW DITCH, �.- • �. ,, 0 INSTALL Q STD DWG D -75. z �a P h2 g cz c Q tD ,�O`r ` *� T o O of CD N IUS-rALL 3o t_t= - "PVC \�����, �� P - 2 S"foRM D R AIN 2.4? / ° �+ �.:'� ��'�` , °m� of WALL PM 16811 R MO EXIST 'M-g' l m zao 0 W EN B�RRICADE '�U I s - Hw� 8 11 REMOVE E XIST. D -7 OW �� F m • • o T��� ITCH, SPLASH ' AL . i �Q G 15 .0 Xww W y PROPOSED 32' PRIVATE INGRESS, ARE OF PROPOSED DRAINAGE DETENTION BASIN 1 \ { (SEE DWG TPM 88- 48 ' , 48 wam G �n• v EGRESS & UTILITY EASEMENT J p PER FINAL PARCEL MAP. IN& WALL e BLOCK RETA H n '�� � .21 eY oTHEas PARCEL 3 F �� PAD EL: 149.0 l �� a , STREET SIGN NOTE: 1 EXISTING 80.00' SERVICE P LE (TO BE CONTRACTOR T INSTALL STTREETNAAMESIGN -FORITO REMOVED) p 7 �°� 155. 5 — SAN PLACE @- THE INTERSECTION 4. 0) �, F� g , . ,�_ EP �; TO SAN PLACE WITH RUBENSTEIN AVENUE. F L 9 1 _ - _ _ _ - - PROPOSED 15' WIDE PUBLIC i SEWER EASEMENT TO CARDIFF ° (SEE IMPROVEMENT PLAN: TPM 88 -248) EXIST. AC PVMT W/ CONC. SANITATION DISTRICT PER PARCEL ± =_ -_ RIBBON DRAIN MAP. '� - _ S REMOVE & REPLACE 10 LF �" 1 OF EXISTING FENCE �'• ` � t�` � � - - 00 1 6.57 ' XISTING 4" AC PVMT. / D t°EHEO S79 *10'2 " W 233.56' z WR 6" AG. BASE, PER PROPOSED 8 SE*E R F OO TING 8 J cn DWG # TPM 88 -248 p REM VIE TOP CAP OF EXISTING- z¢ a EXISTING 40' PRIVATE ACCESS EXISTING POWER cn CAT H BASIM & SLURRY FILL LL'm EXIS�ING 40' �RIVATE ROAD & PUBLIC EXISTING WOODEN FENCE POLE (TO REMAIN) z ; UTILITY EASEMENT PER PM 16811. z REM TINDER OF STRUCTURE wz- UTIL TY EASEMENT PER: F/P 78- 149723, o z (SE DWG TPI 88 - 2413) > o m R EC: f+/ 14/78 & F/P 83-058765, REC. 2/24/83, 0 EXISTING 15' WIDE PUBLIC w cc OF O.R. s > a m SLURRY FILL EXISTING B" p- -N Q PARCEL 3 SEWE EASEMENT TO CARDIFF PVC STORM DRAIN. �m �LO PARCEL 2 N " SANITATION DISTRICT PER: J . PARCEL 1 ¢ (SEE DWG TPM 88 -248) aH >cO PM 16615 . w, PM 16615 DATE: PM 16615 OF -SITE PERMISSION TO WORK ;x maz } LE TER BY: DONALD E. GROTTY °L1 a 3 & "CAN J. REOPATH o 0(n) �I EXIST 4' WIDE WOODEN QH S STORM- DRAIN RETENTION a D TED": MAY 12, 1999 Now PIT. (TO BE REMOVED PER IP DWG #5844 -I) m°� � r;a� 1 Inw +mz Ol"U 1"0H +wC vmx UNDERGROUND UTILITIES NOTE: CONTRACTOR TO UNDERGROUND EXISTING OVER —HEAD UTILITIES FE S , SEE EROSION CONTROL PLAN ON SHEET 3 AS REQUIRED BY THE CITY OF ENCINITAS, & SPECIFIED BY SDG&E, & PACIFIC BELL � PyNEA p � sc o No 29577 °C Exp. 3J31103 CIVIL w� OF CALIF � b� � m N Y DRAWN B Y C- iECKED__BY REVISIONS APPROVED DATE REFERENCES DATE B wT *� ��T w �1 ~ � r DE S I G E u B _ APMOVAM C 1 OF E �TA�7 FNG G DEP" DRAWIl�TC� NO. d �! � :'!C.AIB AS BUILT - SEg '-- PF WAP REV)SE_GRAD(nIC, PA05. _ PLANS PREPARED UNDER THE SUPERVISION OF RECD E APP ED GRADING PLAN FOR: N Z KIEV IS IN WALL fi -24-gQ HORIZONAL I ° =2o �'� f DATE: BY: BY: __ - BOAT SPIKE IN PP #20785 _ 9 RUBEN 3 PARCE M 5844 4- N. SIDE OF SANTA FE 6 SUMMIT DR. W AYN A. PASCD DATE R.C.E. N0. 29577 DATE: � -Q_� DATE: �__ _ - — YNE ELEV. 150.90 DATUM: US & GS VERTICAL N/A PASCD EXP. 3 -31 -99 WORK PROJECT NO. TPM 98 -119 SHEET 2 OF)( ©PE 773 2 BAGS HIGH GRAPHIC SCALE 1 " -20' 4 60 0 20 0 �Q o �oe000 . O O O C'! jai ........ n......�� ..... - . ........ ......x.r :: :•.e :� _ t�., - 3o' :{ PARCEL 1 0 30'_ `, 0 0 4 PM 16811 o =- o PARCEL 2 ' o $ o 0 o x « o; �r o F z 2 S AC S 41 a o ° - f o `0-°i a o = == iO�t'?Ox" x«`tTQOrOdIT+G�OOCIQ�00!lOODO '. o � p Y r r , PARCEL 2 Q p ` X �a000e3eStidbac�oo a =:: Pm 16 811 j ^:':fi`� ...� r in ...,s.•:••.:r' ! ". .- f , T r Q . ...... : i. = ,a 0 000b000 00 2 BAGS HIGH - :: " � l . � . . •:i. ' a .....:::...... ate.: _ « «a•::5:: - 'yr, 1 f ,� / .. 0 0 r o ° o , I TQ SAN PLAC 4 ! f ° � tom.: :• - '_ -. '� � � _...,. a - s - -r a . n.. 2 BAGS HIGH o c .. c Q' 1 - PARCEL 1 PARCEL 2 PARCEL 3 PM 16615 PM 16615 PM 16615 R F ESS�� Q �,oFESS�o ti Q y Q� p P �D Mgys�F� Q � P EA. p qs' cc N0. GE ?38? r No. 29577 m Exp. 06 -30 -01 * � * ESP. M1/03 OF GAU * * Q ,9 CIVIL w CAl. i H CuO% c0>_ 411t REVISIONS APPROVED DATE REFERENCES DATE BM4 SCAR oESI GNE� BY _ �R ar VHEWAP _Br A MOVM S �i OF EN�.IN A►7 ENG O DEPAR DRAVMO NO. 2 Lf) � RE VV S� � RAp p 01NC�PA 2 _ __ _ ____ _______ ____ ___ _ __ PLANS PREPARED UNDER THE SUPERVISION OF RECD APP VED - EROSION CONTROL PLAN FOR: o D0 _514EET_4- _ _ - " — HORIZONAL I =20' BY: BY: D� BOAT SPIKE IN PP X20785 @ - DATE: W/v__ 5 8 RUBEN 3 PARCEL NEAP N. SIDE OF SANTA FE 6 SUMMIT DR. "° R.C.E. NO. 29577 DATE: DATE: 4. �R � VERTICAL N/A WAYCQt F'ASCO ELEV . 150.90 DATUM: USC&GS EXP . 3 -31 99 WORK PROJECT NO-. TPM 98 -119 SHEET 3 OF &E 773 IBM 163.00 16167 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TTlT�T /T / 77 / T�T/T /T/T/ 77T7rTl'77T7T�17' /7'7(��TTI?/"T/7 /T / T / T7T7T7 l7"/7 /T / T/ 1� i=- . FMS" ORADE - ..r_:_L.:l__:.t_L_L _ l_ 158.67 4 DRAIN FL 16e.Q7 =FL 166,30 O*D IN TO BROW DITCH 0+25 0+50 0+75 1+00 1+26 1+60 CURVE EAST WALL R DATA =3:0' SCALE f = W-T A _o0.0 168.00 L=47 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 . 1 . 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 • fI _ I,T..' rG.L�cl.f'.lyI1'• ��I.S 1L:r1 �:Id'lY1'''I�C1" 1Y.1' ► — — — +4AI i _l 1__ __!_ 1.. J.— ._. _. -. 1._ __._ -. ..�._.._.1 _ - 7 i J_ _..�_. l �.... .� 1.. _i_ t_ lf _ ` -- FL 160.20 C DRAIN ANGLE POINT FL 15tO 0+00 DRAIN BROW DITCH 0+25 0+50 0+75 1+00 1+25 1+56 I BC WEST WALL 5 ,_ 0 " SCALE T ADHESIVE � 14' INSTALLATION FACING WALL PROFILE LEGEND I � TYPE e CAP UNIT BROW DITCH KEYSTONE WALL UNITS SHALL BE PLACED AS SHOWN IN THE INSTALLATION SECTION OF THE FACING MATERIAL SHALL BE KEYSTONE UNITS AS COVERED IN LC.B.O. ER4599 DATED MAY 1 1997 STRATA -GRID 200+ "KEYSTONE CONSTRUCTION MANUAL" AS FURNISHED BY KEYSTONE RETAINING WALL SYSTEMS. AS GRADE N, TYPE 1 PER UBC STANDARD 21 -4, WITH 28 DAY COMPRESSION OF 3,000 PSI AND I CAP UNITS LIFTS OF REINFORCED BACKFILL SHALL BE LIMITED TO 8" AND SHALL BE PLACED AND COMPACTED MAXIMUM WATER ABSORBTION OF 8%. UNITS SHALL BE STANDARD, COMPAC, PLANTER, -AND CAP UNITS COMPAC UNIT TO THE ELEVATION SHOWN FOR THE NEXT GRID LAYER. 3/4" ROCK SHALL BE PLACED AS SHOWN ON THE PROFILES, COLOR GRAY. TOP UNITS SHALL BE 4" AND 8" CAP UNITS AS COMPAC UNITS I CONCURRENTLY WITH THESE LIFTS, WITHIN THE UNITS, SEPARATED FROM FILL BY FILTER FABRIC, SHOWN ON THE WALL SECTIONS AND SHALL BE PLACED USING AN APPROVED CONSTRUCTION STANDARD UNITS PLANTING SOIL (TYP) REINFORCED AS INDICATED ON THE SECTION DRAWING. ADHESIVE, ON ONE SIDE ONLY OF THE LOWER UNIT, IN ADDITION TO THE REGULAR PINS. PLANTER UNITS 1 ZONE FRONT PIN POSITIONS SHALL BE USED. PLANTER UNIT (TYP) 4" PERFORATED AND NON PERFORATED DRAIN SHALL BE PVC, SDR 35. �� I THE WALL FILL AND ANY ADDITIONAL FILL SHALL HAVE A PHI ANGLE OF AT LEAST 32 DEGREES SPECIAL INSPECTION STANDARD UNIT (TYP) I GRID LENGTH AND AND SHALL BE PLACED AT 90% RELATIVE COMPACTION, IN A THREE FOOT ZONE J ELEVATION FROM IMMEDIATELY BEHIND THE UNITS, COMPACTION SHALL BE BY WALK BEHIND VIBRATING COMPACTORS. SPECIAL INSPECTION IS REQUIRED FOR THE CONTROL OF THE COMPACTION AND THE PLACEMENT \� �� PROFILE THE VIBRATING COMPONENT SHALL NOT BE OPERATED CLOSER THAN 12 INCHES FROM THE REAR OF THE FACING UNITS AND GRID AS CALLED FOR IN SECTION 2.5 OF ICBO EVALUATION REPORT 4599,. OF THE UNITS. THIS LAST 12 INCHES SHALL BE COMPACTED USING THE ROLLING FUNCTION ONLY. DATED MAY 1, 1997. FINISH GRADE FILTER FABRIC TYP r w � - J � ..INSlALI IYF'E ' D' Pcc BROW BROW Vrlcrl, . ,% �- . .. ? 4 " PERFORATED N79'11'16 "E 2E3.51' STD DW D - 75. PLAN VIEW „ �...... -- " PIPE SCALE 20 T = 4r 4 PVC PIPE O _ _ 36" x 6" LEVELING PAD ma __.� :� _G� + TYPE B DITCH - p AS S ON PLANS (3/4" MAX ROCK) 1 35 -- __- _o" Pvc 83 Pv — PARCEL 1 4 " —j -- N aJ -'` PM 16811 — EAST WALL �7 � TYPICAL SECTION -1 oJr i o 14� cp ��s R MAINDER PARCEL + NTS. s PM 16811 z CA ADHESIVE a I CAP UNIT CAP UNIT y - , ° ` ° WEST 1 2" - - ' � o COMPAC UNIT- PIN (TYPICAL) �i °,\ `� � + EAST , PARCEL 2 z, WALL o I REINFORCED ' CRUSHED ROCK ,- Q `'� , ` � _ WALL ZONE PLANTING SOIL (TYP) _ � \� L l (3/4 MAX.) PAD EL: 1 3. PLANTER UNIT (TYP) \\ I STANDARD KEYSTONE _ 15 C 06 UNIT (TYPICAL) -_� F/L {1 -4 o ! I i 5 1/2 OFFSET FOR I ! t7+ B + — -- -- ____ — — — I o FOR PLANTER UNITS PA �5� v STANDARD UNIT ( TYP)- GRID LENGTH AND , F ARCED 1 N - � CA ( ) o ._ I *i 10 F ELEVATION FRO \, M' KEYSTONE PLANTER I'AD EL: 1 58.0 BUILDING \\ L PROFILE o :_ UNIT (TYPICAL) FINISH GRADE ' - - \ + FILTER FABRIC + o. TYP , -- �I o T .'F j F . =3f OW ITrc- H . D DW D -- i'). 10'-0" I CURVE —1% ' o DATA a`° I �.. �._�. 4 "0 PERFORATED r d + R = 30 ` 4 "0 PVC PIPE PIPE h3 A = 90.0 PARCEL 2 36" x 6" LEVELING PAD (ALL UNITS) + TYPE B DITCH L = 4 r ha 18" '.,1 40.5 cr PM 16811 AS SHOWN ON PLANS (3/4 MAX ROCK) 21 \ / (STANDARD AND �C (ALL UNITS) �, PLANTER UNITS) G! 4 � .9 ° � ! i G LO i _ S \ EARTH RETENTION r 8 g o �'' CONSULTANT 3 00 ti� } _ + TYPICAL SECTION —WEST WALL KEYSTONE UNITS PER ICBO ER 4599 TA.� °o P�' 2 - - --� 0 + — — — — — — — _ NTS rte. 8298 rn _ _ ROBERT A. BIASYE BLOCK DETAIL CIVIL ENGINEER Exp i � 8298 * 9/30/00 r - 6654 9e"e Glade Avenue ' 4OI \ v � 1� p ]TO SAN LACE NOT TO SCALE Son Diego CA 92119 619/697 -9544 �C EP _ r N - -- � _.:_. ,�___.' �-t- '- r- • - +• _ - � _ , a r _ ...+..y REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE DESI BY DR B cHERAB BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. cr 0 ADDED GRID PER CALCULATION RAB 9/23/99 PLANS PREPARED UNDER THE SUPERVISION Of RECD D APPROVED KEYSTONE RETAINING WALL PLAN FOR: 3.1 BY JAMES KNOWLTON A HORIZONAL 1 " =20' 2 39 9 BY: BY: N - BOAT SPIKE IN PP 20785 O DATE. �� 5844-G RUBEN 3 PARCEL MAP w N. SIDE OF SANTA FE do SUMMIT DR. DATE: .24. 9 DATE: V ERTICAL R.C.E. N0. 8298 m N/6 ROBERT A. BASYE ELEV. 150.90 DATUM:USCfirGS EXP. 9 -30 -00 - WORK PROJECT NO. TPM 98 -119 F SHEET 4 OF 4