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1989-9107 G (Plans)
i GENERAL NOTES GRADING EROSION CONTROL 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED 1 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT LEGAL DESCRIPTION ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVE k/ € �q��,� AT AAC) 7�rp_��r�� (PHONE) STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE AND TEST THE EXCAVATION PLACEMENT AND COMPACTION o f - - - PARCEL 4 OF RN f5391 DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE A.P.N.: CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL 2 5 9- 6B lPO ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF 2 THE SOILS REPORT TITLED "SOILS INVESTIGATION FOR A SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND TEMPORARY DEVICES WHEN RAIN IS IMMINENT. SITE A DDRESS ` PROPOSED SINGLE FAMILY RESIDENTIAL PARCEL CAROLYN EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH THE ----- PLACE, OLIVENHAIN, CALIFORNIA PREPARED BY E.N. RECOMMENDATIONS PRESENTED IN THE SOILS REPORT AND THAT 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR CAROL VN P[ACE ARE SUITABLE FOR THEIR ALL EMBANKMENTS AND EXCAVATIONS 2 4 0 I KETCHUM, RCE 26267, DATED FEBRUARY 3, 1989, SHALL MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING L /YE H N A/N CA 920 BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL INTENDED USE. INSPECTOR. GRADING SHALL BE DONE IN ACCORDANCE WITH THE OWNER /PERMITTEE 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES JERRY GRA VO SAID REPORT. OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER 3290 DOVE A 0[L OW RD. DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE AFTER EACH RUN -OFF PRODUCING RAINFALL. 01 1YEN/1A/N, CA "12 O 24 PN. 756- 2536 SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE INSTALLED. UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN WHICH MAY ARISE. CONJUNCTION WITH IMPROVEMENT PLANS. 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO GRADING. MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS ESTIMATED - QUANTITIES SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL CONDITION. 400__ CUT - C.Y.« 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. FILL _4DO__ C Y + ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR A DEPTH OF 6' AND THEN COMPACTED TO A MINIMUM OF 90 REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY IMPORT ---Q--- C.Y.« 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR ACCORDANCE WITH SPECIFICATIONS. FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN « EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY A LICENSED LAND SURVEYOR. GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS PLACE ONLY. (CALCULATED ON A THEORETICAL BASIS. ACTUAL SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS). SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL RAINFALL. * SOURCE OF TOPOGRAPHY - FIELD SURVEY BY PASCO SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY ENGINEERING DATED 12/1/ 89. RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR 70 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) MILE OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED ACCORDANCE WITH THE GRADING ORDINANCE. STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE (- BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL CALIFORNIA DEPARTMENT OF CONSERVATION. ENVIRONMENTAL NOTES: SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT 1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS 9% HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE (EXCUDING AND EXISTING MAN MADE SLOPES). FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF NOTIFICATIONS DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND 2. THE MAXIMUM VERTICAL'DEPTH OF CUT IS 3.5FT. AND THE MAXIMUM CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. VERTICAL HEIGHT OF FILL 2FT. 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A 3. SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE VOLUME OF CUT (C.F.) 10,800 C.F =13FT. THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON A.) AVEOOFG$U$EPTH AREA OF � 8,2605.F. LANDSCAPING B. ) AVERAGE D DEPTH = VOLUME OF FILL � 10,800 CF = 1.1 FT. THESE PLANS, HOWEVER: ( S.F.) 9,520 SF. 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE OF FILL THE CONTRACTOR IS REQUIRED TO TAKE DUE WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL PRECAUTIONARY MEASURES 70 PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. FOLLOWING RESPONSIBILITY TO CONTACT THE FOLLOWING 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15. NOT GRADING WILL NOT BEGIN UNTIL AFTER APRIL 15, 1989 A. SEWERS - 694 - '27.3 CARDIFF SANITATION DISTRICT DECLARATION-OF-RESPONSIBLE-CHARGE B. GAS & ELECTRIC - c9OO-421 - 4133 S.D.G. &E. I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT. THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE C. WATER - 7 5 3 - 6 4G G OLIVENHAIN MUNICIPAL DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS WATER DISTRICT AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH D. TELEPHONE - 800- 422 41,33 PACIFIC BELL CURRENT STANDARDS. E. CABLE TV - 80 O- 4 14? - 4133 - I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFI- CATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSI- 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. BILITIES FOR PROJECT DESIGN. PHONE: (619) 944 -5070 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR BY: "'C�- - - - --- DATEF -- -- - - -- INSPECTION. PHONE: (619) 944 -5070. ALL WORK PERFORMED SOILS ENGINEER'S CERTIFICATE WAYNE ASCO WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO R.C.E. 29577 REJECTION AND REMOVAL. I, E. N. KETCHEM, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOILS CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES JANUARY 8,1988 AND JANUARY 31,1989. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND IT IS MY OPINION THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLAN�jSI, AND , SPP�ECIFICATIONS. 1 SIGNED: Q(t0 ES$/Q RCE N0: 26267 Q Ep N. /(F +� W ZA EXPIRATION DATE: 31 ow ti w �° 2s2s� a m, PRIVATE CONTRACT Exp. 3/31/90 40 2"77 PERMITS N c * EXP 3 -31 -91 C/ T l �/ O r r E�CI�I T SHEETS ENG�NP � Cr V 1v REZONE PERMIT NO. _ N I A GRADING PLANS FOR: V IF Of CAL iril \ OF SPECIAL USE PERMIT NO. __- WI ___ -- f►t N TENTATIVE MAP NO. l e579 SINGLE FAMIL Y RESIDENCE JERRY 619AVO CONS TRUCTION, INC. � C I TY APPf401/EO CHANGES BENCH MARK CALIFORNIA COORDINATE INOf 95 E PASCO ENGINEERING Me OweA� ~ MM OESCRIrrloN.. CN/SECED_.SQ ON ME R OF CONCTE Avnro••a ROBERT WARREN F� WA of �W% Y E PA (• ERIN SCO = N 939 P 9 299- I 102 / RR /G AT %ON P %PE c1rr EN6/NEER su 3!o ITE A LOCATION OF 4 LAS MORROS C� �. EXP 3//01 c E 23577 H �� o sou 8EKN. CA 9:07% INTERSECT /ON OF LA BA ✓ADA W Z RECORD FROM CODA/ TN OF SAN D1,156O 4E ?T. CANTRO[ a.,,� ELEVATION: f7B 6 DATUM: U. S. G• S. S� ,,.,�„ N.. 9107 G Z FILE N0. i LEGEND PROPERTY LINE EASEMENT LINE - ,�� OAYL/TE 4/NE - -" F " — role ex/sr xjwt wrom ImpooveMeAlrs A►►1 E1I3T/N6 CONMWS --(too)— /err+Elol E�/ *wr /tiaus AE1Erpoemo ro is aJ rat r�i assc*Tj u JAAU wacaow/uocaAAr" zXM/ �' 2 r/ AJ/8N cavort ee f /At /S+H .SMT ELEVlOT /QIUf � 40 � � / CY.1VT�egCJC7lt 7L� 'CXCAWTf w 4 � - - -- — / Pee ovft usa ex/sr some SWAL E (SEE DETAIL ) � SIJALE DETAIL Qs wnr�ASC/ / / NO WALE DIRECT /ON OF DAWN NAGE / N 73 11'00 "N / 1 50.00' 2 0� -- 1 EXIST /N6 A. C. aER/M —"'— w o 20 EX /S T /N6 a ENEJIL /NE S ScAL E ExisTiivs NfITERL / ME /J EdenaEU e427NE U 0/7CFl Q � CPS TIM 8L OPE Alk i (S/ T:I HOSE 6/8 9 Q 8 � �,x \ EASEMEA)T G /A/E W TOP OF SLOPE DETAIL I 2y. NO SCALE rL rLOWLGUE r _ V I (� F •� � / EX/STLVG sew re Larfacx - - -�9j Jccc 3 I r Q\- Q' ' q 1 A4D eZeWr /OA/ PAD 88.0 a �F CF ,�% I. ' l5' 25' � PAD 88.0 5 F f a M 9=I Po CABLE STUB a / Gft > 5T /NG Q I r q / ELECTR /C STUB NOTES_ �� • '•.. �► - �- � J /pN 1O EXISTING 6.00 FOOT EASEMENT GRANTED TO THE SAN ! . crwv /r•fXAICTLOCAT av UA/,Y.1KawA/ DIEGO GAS AND ELECTRIC COMPANY BY DOCUMENT RECORDED Z / 8 •.•.. (L , SEPT. 4, 1959 IN BOOK 7867 PAGE 458 OF OFFICIAL _ `/ a, q. • '' ,..� C �"`O K1Q EX/ST. ffifPc veAeurs ro C<JamrA/ RECORDS. G fCaCE 3EE /MPA1b✓CMeA/ a T 4v5 A?EPE4A?ED 7 C // 0� TO X05 "PU81-IC.' PR /1f0> A•Q4D FCdA/5 3T.2Ef �iCA 7T ¢ T Ice4AIS "E" H . " ° L 91 T * PM /8493 2 EXISTING 20.00 FOOT SEWER EASEMENT GRANTED TO THE V qe O�0 E/ g� /�49C O f y t 1 27 /8579 e /8705 ' CARDIFF SANITATION DISTRICT ON 8 -11 -87 BY DOCUMENT NO. 87- 325449 OF O.R. r� 50 © EXIST � 1• / O EXISTING 20.00 FOOT WATERLINE EASEMENT GRANTED TO A I � \ " • . ..� .C. BER I"1 -+� THE OL I VENHA I N M U N I C I P A L WATER DISTRICT ON 11-26-86 5 ...,: �, DwG05 - CAROL YN °PLACE N BY DOC. N0. F/P 86- 647800 OF O.R. �� b - _ O EXISTING WATERLINE EASEMENT GRANTED TO THE / 3'M /N. ;/ 73 / /•49«� /S0.00' Qlpedp W r2 O OL I . N . 87- 372171 OF O.R. I N MUNICIPAL WATER DISTRICT ON 7 -2 -87 BY ` O DOC. N0. L 9ACA -:1A.G Z I 3 Q W / 3 � M O 6 E X I S T I N G 6.00 EASEMENT GRANTED TO THE SAN l' DIEGO GAS AND ELECTRIC RIC COMPANY BY DOCUMENT RECORDED Til /Cy / MARCH 1, 1988 AS FILE NO. 88- 093236 OF O.R. THE II / EX /S LOCATION OF SAID EASEMENT CANNOT BE DETERMINED FROM O 0 T. QO'AQ /1g7E � ~' "D ESMT. THE RECORD. O6 THE RIGHT TO EXTEND AND MAINTAIN DRAINAGE I FACILITIES AND EXCAVATION AND EMBANKMENT SLOPES I BEYOND THE .LIMITS OF SAID RIGHT -OF -WAY DEDICATED AND ACCEPTED PER PM 15391 O ABUTTERS RIGHTS OF ACCESS IN AND TO RANCHO SANTA FE ROAD (RS 458 & SF 1412) HAVE BEEN RELINQUISHED AND WAIVED PER PM 15391 Z Q��FQ Z A. p W 3� so FAIVATE CONTRACT 2 o.2% � EXP. 3 -31 -91 PERMITS L�L J Cl Tr OF ENC/N/TAS SHEETS Q �-WH'SP €¢w ° , civic MIA Gq,� Of CI1L REZONE PERMIT NO. GRADING PLANS FOR: � R & yti , sT SPECIAL USE PERMIT NO. N�A SINGG E FAM /C Y RES /DENCE .� 77" sr TENTATIVE MAP NO. 1857'9 JERRY l,RM0 CONSTRUCTION, INC. 0 C9Ro�yp �• CITY APPROVED CHANGES BENCH MARK CALIFORNIA COORDINATE INDEX 316 14635 Y PASCO ENGINEERING asnN A „ro w DN. DESCRIPTION: CCU/ /SECEO S/Z• ON R/M OF CO 0060E f�BE/9T NAf/REN ADOrowa E E.�+.�..ofwwk VNE I�aSCO ItYflj6A 770# �' C/TY NEER 61 (Gig) asa -em h,. ! EXP. 1/91 A.C.E. 9577 W LOCATION:- O LAS MO ROS a us NO. �xsMwAr 101 � DOLAMA MACH. a MUM A /NTEA'SE T /AV OF C A 5A✓AOA CIF AN OMW YE . COAI �' a,.,„„ W RECORD VICINITY MAP ELEVATION: FROM: j am P. tt No. 9107 G a EIEVAT 1 7 1 6. 6 DATUM: 0.5 4.5. _ NO SCALE 4 FILE N0. PF_ - ®S