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1989-9034 G (Plans) I I WORK TO BE DONE GENERAL NOTES GRADING EROSION CONTROL 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE 1. ALL GRADING SHALL_ BE OBSERVED AND TESTED 9Y A OUAL'E!ED 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT LEGAL - DESCRIPT STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DAN /E1_�`l W /E6AND ------ AT 0619)_942= OB�� (PHONE) sG ! � S ENr I NEEH OR UNDER H I s � , ! RECT I oN. HE SHALL OBSE PORT /ON OF LOTS 12, AND a OF DESIGN CONSTRUCTION STANDARDS OF THE C I T Y OF E N C I N I T A S AND AND TFST THE EXCAVA7 ION PLACEMENT AND COMPA_' 10IN OF F C/TYOF EA TENTAT/VE MAP BB'I /.S - TM THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY AND BACKEIIL_E AND COMPACTION OF TRENCHES. HE SHALL CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY SUBMIT SOLI -S REPORTS AS REOUIRED AND WILL DETERMINE THE 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE A.P.N.: i ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. SUITAEI ITY Of ANY c I_. MA HR! AL. UPON COMPLETION OF AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL 2(p C J_ Z 4O' C POR. GRADIN( OPERATIONS HE SHAT_ STATE THAT OBSERVATIONS AND NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT TESTS WERE MADE BY M oR UNDER HIS SUPERVISION AND THAI CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF 2. THE SOILS REPORT TITLED "GEOLOGIC AND SOILS ENGINEERING TEMPORARY DEVICES WHEN RAIN IS IMMINENT. SITE ADDRESS INVESTIGATION FOR 25 -* ACRE HILLSIDE PARCEL ON LONE JACK IN HIS OPINION. ALL EMBANKMENTS AND EXCAVATIONS WERE - ROAD, ENCINITAS, CALIFORNIA" PREPARED BY SANTA FE SUILS, CONSTRUED IN ACCORDANCE w H THE RECOMMENDATIONS OF THE L DA/E JAG,' ROAD 00 I L- RF PORT AMID E, 54GAN6:MEf\T3 D EXCAVATIONS 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR ENC /N /TAS, CA 92024 -�� AND INC. DATED JANUARY 12, 1987, SHALL BE CONSIDERED AS A ARE Sl'I A :,LE FOR !NT-NDFD USE. MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN INSPECTOR. ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED OWNER /PERMITTEE SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES 5:WN/EL H W%E6AND OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER Po. BOX 515 DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE AFTER EACH RUN - OFF PRODUCING RAINFALL. ENC /N/TAS, CA 920? 4 PH. C619) 942 -0849 i SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION I 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 AVG. DEPTH OF CUT = 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 WHICH MAY ARISE. AVG . DEPTH OF FILL __ 52, 704 Fr i __ APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED i N Q f �p �`p FT Z 1? 7 FT. 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 SHr,LL 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. 1 CUT - - -v -- 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 170 $ ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR A DEPTH OF 6" AND THEN COMPACTED TO A MINIMUM OF 90 APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. __ FILL _ -___ - C.Y.* REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO I/ Pj 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY IMPORT - - - - - -- C.Y.* I 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. SCUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY ONLY. (CALCULATED ON A THEORETICAL BASIS. ACTUAL A LICENSED LAND SURVEYOR. GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE RAINFALL. SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY 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 TO 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. 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 FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF NOTIFICATIONS DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: LANDSCAPING I THE CONTRACTOR IS REQUIRED TO TAKE DUE 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL 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. i 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. A. SEWERS - C420 SAA/ /TAT /O,V 016T.2 /C7 9W -5070 DECLARATION-OF-RESPONSIBLE-CHARGE B. GAS & ELECTRIC - 54 . t 1 0 / E G O a45 ,/ FE G B C T Q / C BCO -422 -4133 I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR T H I S j PROJECT. THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE C. WATER - a /VeA/MA /.1/ MU.U/C1F41- Wa7_'Z 0/ST,2 /CT 753 -6466 DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH D. TELEPHONE - / /F /CBEU &x-422 -4/33 CURRENT STANDARDS. E. CABLE TV - 04AII ,9 CABLE V /S/GW' 6W-422-4/33 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. i PHONE: (619) 944 -6070 �J 5/7Z u/ 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR BY:___^'__ ___ �aD�� - ______ DATE_ - 1_ _____ -- INSPECTION. PHONE: (619) 944 -5070. ALL WORK PERFORMED WAYNE �_ WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO R.C.E. 29577 I REJECTION AND REMOVAL. �O QROFESSrp, ` SOILS ENGINEER'S CERTIFICATE I, V. DAKSHANA MURTHY, PH.D., A REGISTERED CIVIL ENGINEER SOILS ENGINEER'S CERTIFICATE p IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN I, ANTHONY F. BELFAST, A REGISTERED CIVIL ENGINEER IN THE THEFIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A ._'i?) SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN EXP 8�3//9I STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD AF OF APPLIED SOIL MECHANICS, HAVE REVIEWED THESE GRADING PLANS THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE ; AND CERTIFY, THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS DATES 12/22/86 AND 1/12/87. ONE COMPLETE COPY OF THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS PLANS AND SPECIFICATIONS. BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. T SAN DIEGO SOILS ENGIN EERING, INC. +� P SANTA FE O I LS , INC. QaOfESSIO S// E \ ; SIGNED :�f =!1 �� 3 ;r SIGNED: O�yCi �` �JJ� /f / /TA✓ r V. DAKSHANA MURTHY, PH. D, P. a f ANTHONY ,F. BELFAST o . } IID.0040 � ,� �, PRIVATE CONTRACT RCE NO.: C 040333 ��, RCE NO.: 36331 � �! � PERMITS N � l�l EXP. DATE: Ju'�e 30� C{q 2 �f C /TY OF ENC /VITAS 0 W I�1 EXP. DATE: MARCH 31, 1991 4 � REZONE PERMIT NO. CIVIL t1 SHEETS ANN \P , NIA GRADING PLANS FOR: V ali qTf OF C �P SPECIAL USE PERMIT NO. NIA TENTATIVE MAP NO. 68'II5 LOT 1 AND 2 OF TM 88 -115 o CL I VEi\Jr'JA / \I C ITYAPPROVED CHANGES BENCH MARK -1701 COORDINATE INDEX 32<c W y E I No. Description Approved by Omit PASCO ENGINEERING "KAI"10N: 0079 - C11166 ED SQ. TOP NOWL. MA &W Approved RWOEAT NARREN En or..wk. W yE pgSCQ s (e19) 259 -8212 1W TN STEEL FEA�'E POST QA_c4 = O C /TY E1VG /VEER C✓�} R.C.E. 29577 -�` 2 B EXP oj 3/3//91 533 NO. HIGHWAY 107 LOCATION: �/✓ / T. AM /MOI.L� T E �y SOLANA BEACH. CA 92075 r W )?D 23 ' Al 1 #0 V#r4 FE RD. d. 60 S. EL NNW LAEL NO/?TE L � V lCINITY MAP W NOT TO SCALE IIECOIID FROM: T /C T Grading 9034 - G = ELEVATION: 11942" DATUM: '1/• 19-9- Qc� �� ���-- ►e.mitNo. C.0 Z W FILE N0. PE- 202 L EMEND THI SUBSTANTI CO SUBD /V /S /ON BOUNA4RY THEAPPROVED TENTATIVEMAP TM88 -11 T0 5 / \ PROPERTY LINE — CITY OF ENCIN TAS LAN NG DEPARTEM T APPROVED O ' \ \ I'� yot EX/STIN CONTOURS or, sCA� E / ¢Q' IN DA NILES E PROPOSED CONTOURS PROPOSED SPOT ELEVATIONS l� X4 9 SlWALE CSEEDETA /L • ------ I I a0 '" ED UNL /R BRAW DITCf/ TYPE "I I MODIFIED STD. OW D 75 I / \ Q \ DAYL/TE 6 /NE MR RAP /✓/ #2 BACK /NG PER 5D. Co. STD. DWG. D- 40,5'XS'X /'T///CK SGJALE DETAIL I I \ \ \ NO SCALE CROSS HATCHED AREA TO HAVE 1' OF SOIL REMOVED AND THEN REPLACED WITH OATS. 1 I \ NOTE FORGRAD/NG ADJACENT TO STREETS AND IN CREEK I 0 � V � \ \\ O SEE /MPROI�EMENT PL A/ A \ \, Q ° I I ) 31 d28 R 11 �p �O \ 1Q 8 N I q,. \ 5, 30, I `� \ I g 5 0 0 .4 it 5 ,,ow G Ixa"�� l ` 1\ v�� a 1l o eo 5 r,4 Iz O cm 4 Wt P. 1I f I z6 ' I QN � z� 1\ s I LQ $ $ 1 Q III 06 I e M KH • Z\ W \,Q� 6 1 1 I N lei N �+ 7 O I \R vl I O' ` � QgOFESS/pr EX /ST /NG GRADE PER \\ l E A. P APPROVED GR68=1#6 \ � I � I r �I � � '� C1,9 F � • PLAN N0. L- f439 1 k) ✓ o T I EX I \ o �m O v Of CAI�E� C F I / I It' S. 0 97- 31 0g 19 N co t IGO III` EX pItGN r, o PRIVATE CONTRACT - �' I P R AOPROYED GRAO /MG I e P AN L - / 439 I 243.73 � �— / �� � � PERMITS 0 CITYOFE�' /NlT,4S `� EN? E 4 REZON E PERMIT NO. NIA - -\ T -X6 7 , 7' =1 gp15 2i6O /,Vy t/?.0 232.!9' GRADING PLANE FOR: V y� O /�� _� �� 4q I ( / 462.32 SPECIAL USE PERMIT NO. ��A LOT 1 AND 2 OF T M 88 -115 J" / V� R / L k 0�� TENTATIVE MAP NO. g8 - CIS - TM /N CITY APPO\/ wc Approval RED CHAfVDES BENCH MARK CALIFORNIA COORDINATE INDEX 326 TR ANS T /ON _ — — , No. DriF� ion Aval by Dm PM ?4 TO 1G PASCO ENGINEERING DESCRIPTION: OC 0073 - CHISELED Ca. TOP RDMI. MARKED Approved R03ERT WARREA/ Ensi"wr of work I✓R NE PASCO = F ROAD h/IOTN TI/ STEEL .FENCE POST 4/ �ROc,O / (� ») zas -EZrz C /TY EN6 /AEER E3E o. HIGHWAY w+ LOCATION: r Af /� FE Er EXP 3/ J /9/ X.C.E. 29577 N N .o�AHA .EACH. CA's o s RD PJ'N. " TAFE L I / I RECORD FROM: S�iYGI G'Q VE r /�' UM 1 U 4 •l V U 9034-G = ELEVATION: 119.47 DATUM: U. S. �9• O.rr •'SL 111 a hrmi Mo. Dm = W FILE N0. PL'- Z 2408 LEGEND \ SUBD/V /S /ON BOUNQARV PROPERTY LINE EX /STING CONTOURS &4z IF /�= 40 PROPOSED CONTOURS PROPOSED SPOT ELEIIArION6 lw0— SWALC (SEE DETAIL) UNL /N 'DBRA!✓DITC1! TYPE "A" I MOD /f /ED STD. OKV D -75 C� I Q . 0 \ v DAYLITE LINE RIP RAP A11#2 BACKING PER S. D. Co. I \ ( \ \ �- STD. DWG. D - 40, s XS'Xl' TH /CK &VW E DETAIL I I \ \ NO 3CAC E 11 NOTE FAR GRADING ADJACENT TO STREETS AND IN CREEK SEE /N PROVENET N PC AAI 1528 1 r� 1 ft I i 5d 30 U) I / - \ i \ i f�[/TUBE M. S f Q w I01 ``y Irk 01 \ 0� I 11 1\��4 00 d I 3 30 0 S I C9 h �� \ I f H rH \ \ 6p I 59r,5 _ 8 1 • I ,, � t � 5 . � � � � H.N o I �• 1 ` eu N \\ \ ?I V} of Q \? /g p O N N I tH�FI Q�g / I J 1 , f 5 D r, I M wet I 06 I \ I Q v l LOS 8 8 I Q QI 6 got �urv2E t.A { r - EX /STING GRADE PER i �' ` 7 I v I O � 'q \l� APPROVED GRAD /NG \ \ I Q I } I N0. L- PLAN f439 \� I 8 I I s \ L� �.. O No 2S 3/31/91 I o o , I I c F so f 19i9 XI yr. SIN I E DI o f / I 1.9.Q5 -- B/ n I N I I ppTE P/PEANOR/PRAP I PRIVATE CONTRACT z P R APPROVED GRADING I J PAN L EE W PERMITS 2 CITYOFENC/NlT,4S � 2 REZONE PERMIT NO. N I A SHEETS C I �p'f5 sA/ tK.O 232.19 GRADING PLANS FOR: V �� �_ L�, �_ •� — I I 462.32 SPECIAL USE PERMIT NO. NIA h LOT 1 AND 2 OF TM 88 -115 Q g8 TENTATIVE MAP NO. lIS- TM G/N T RANS /T /ON CITY APPFIO�/ED CHANGES BENCH MARK CALIFORNIA COORDINATE INDEX 326 - !70! ' wi _ Description iption b Do" a �F 0 ?Q' TO JG DESCRIPTION: QC 0073 -CHISELED SQ. TOP fIDWL. MARA'EA Approved E pi wer of www _ ROAD /OrH (619) 259-8212 PASCO ENGINEERING AlITN STEEL .FEAV'E POST R RT l✓4f7REV h/A�'N�E�P -0SCO EA/6/NEER a.�•.� �.' 535 NO. HIGHWAY 101 LOCATION: NT. M/ NORT w: CITY EXG 3 /g'J /9/ R.C.E. 29577 y SOLANA BEACH. CA 9 07 5 RLi 23'N. RAMCNO SANTA FE L I / (1,1 _ W RECORD FROM: a CQ E , C M ✓V Grading 90 3 4-G = De.!'.3L 1��1 ELEVATION: 119.47 DATUM: (J J". t;. s. pw,ni No. wu _ W FILE N0. PE- zoz r WORK TO BE D IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO HE ANIMISM i j DONE ACCORDING. TO THESE PLANS, TUB CURRENT BAN N DIEGO COUNTY DBPMTNBNT OF PUBLIC WORKS STANDARD SPECIFICATIO j Q NS, AND SPBCIAL PROVI3IOH3 FOR YC IMPROVEMENT OF SUBDIVISION STREETS AND STANDARD 1. A SMALL Bi ORTASMa1D FROM THE coup" DMAR?ISSN? OF /(0.p' KC. � •/ /011,50 LN Q IMPROVEMENT DRAWINGS PUBLIC / FOR ANM ARE WITHIN THE SfRMT 21=?-W- - P/. 12 t/f0 H EL.K.Q5 Q WAY. P. /. EL. 15947 BY THE c0 �tV 2. THE RMClrall MALL BE IN ACCORDANCE WI TM am \9 � Dino slim"" AND AS APPRO � V N L EGEN D . YHD � o O n QO LABORASOR>r /�0 � NATBRi h ` 1W ° D PROP09E0 00 110`7"1 /60 3 . AP ? IMIOVOO ? PLANS AS SWNE DOM on � O EX / CO/VroelA ( /c, 0) COHali A PPROV AL of ANY CONSTRUCTI OUTSIDE of ^ r F/� L !? :/� TM BOUNDARY. $ o ff ^ O o� a °� o O h o� h � h g `oi h� oo h .. p�9 -4 1. ALL >MilHIM sEts atREET RI6NT M -Wwit Al r1 aj '� '� �. �. b s \9 0 �! o o t 40 /'S /s' cur C•2: /J � BNAE�L: 1 ►., `� `� S �. `� �. O1 PROP03Ep ELEVAT /ON9 -/� OWWWwE0 AND TUIRD PRIOR TO CON ON OF BERN, CURB, CHOSE 01,!"!M, AND PArIMG. N ; > ; 11 r44FF/C 6iARR /ER 2' /Z' ' 2' R/P -RAP (0 - 4 0) 5. THE SIX Am IrOCStI011 OF EXIMIHO UNO�tO{HID 2.33 I 0 /00 YR 9 162.38 T. h/ TRMr htT �tAl/y -. FACiI(a� 1 M *M /RM P�AMa MR 01061 U A (/ AftMI�`i 117!00009 TO THE BEST OI OUR L72 E•2 T // j ..TO4A/ ZAIUA/ogr1I E A" N0 OTHER EXISTING FACILITIM EXCEPT �. 0. 651 y �� /63. -¢P T. p 3' S` AS 2 / . 4 1 4,6 1 9 IIOIRYER, S'M DOM1RACtOR I8 /6 O — /(00 - w /MGiW[L w /,vs u -rr� ,al��se�waccs (o -as} Rawl s NMR M • i'ONARY xn"Uti�a !0 FROLIC! — / w //�Bht4L[ ANY. In FAmm ItN NRRrtON 'AND AMY OS=I r11iCH _ ^ XX /S r EDGE OF �/VI7 _ is NOS' NOW OR MOT MNOWII ANS j ON THESE PL 9)WA 4fD It A104D �Gr 6. LOCATION AND ELEVATION of INFROVENBMTS TO BE Half BY WORK � 7.67' To M aHA6L ss `sw.IRNED BY FI IIHA6UR EMEN'ra E,Y /ST. GRADE /5o — Zh 95 LEGAL D E SC R I P T I ON O HM PRIOR SM �>� M! MNM WORM. � . MCArAllows AND LGOATN QISTINO R OF EXISTIN h \ \ ° LOTS / f 2, 1QEC. ® T /3S, UN FRcn ilrin tUFFiCIENTLY me" of \ \h \h 4M l j PCL. C -r1j ,, ARE IOM TO P IT BEYISIONS TO PLANS Ir RErlaioMs 2. ��. ` Q, \(p Aow 264 24o FACI Y w AAA' LOCATION G � � SITE ADDR S4 CO NANY IOR PROFILE s 7 • TEE SNAIL HO? ►Y ?MS SAN DIMo W S EW MIC CT /ON - A LO A NE JACK D. AND COOIM RDi'i;. j1 MIS HIM N Wi II COMPANY F T nf- - „ , ATIV". - EJVCM/frAS ' CA. SCALES VER R/Z. 1 = 40 VET. J" = d' NLRO♦!'RICAL AND GAS =view Mints THIS QWUR MI • "UMDERN' POUND ISHSTALLAnomse M LDMS'IOH 0/ , OAN/EL W /EpANO CAHI°Et OHIB FItin AND R©. AIOX JII 4133 . Na ra �+. F .�� D... -,__- FOR REFERENCE ONLY Ar,� /N,TAs, 32024 gas -/293 5. S'HE SUAL1, NOTIFY THE PACIFIC t mwm COMANT Ion To WORE MBAR COIMAM'1< P=1411= ., �iN MOMWIm RR WITH COIN my W/N Aohu ALL rn ="=a WITNIH was Ptwx%r ilP/?QN ! ' . INStALWTIGNIN FOR LeCAl�I,OMi �� 60-422-4131 L ..�..... F J�.OTE THIS WATERCOURSE PERMIT WILL DECLARATION OF RESPONSIBLE CHARGE LO DOES NOT O RE EV OM A CIM° A D ME, ENGI 9 I? ELI. !� - - - -� - - NOT COVER ANY CONDITION OF CONII�''! UTILIlY Ii�I TNB Rat LI Y D YIq NE "MM OI � Tp 4< ' THE FUTURE TENTATIVE PARCEL I HEREBY DECLARE THAT I AM THE 11 ENGINEER Of M "A THIS MtOJSCT, • , THE I � emu' on TMs cost or usamRUIIM, n� 0 0 30' x /q b, MAP RESOLUTION. TWAT I NAVE tXEAC 1 "o RE S►eNS I NLE CHARGE O Val! T" 139 l sH of THC D Y ^ O �/ry q PROJECT AS DEFINED 1N SECTIOU 6703 Of TM SIUSIMISS AND ALL /IOM 0 0 tJ h� PROFESSIONS CODE, AND THAT THE DESIGN I$ COMIat� WITH CUIIItENT 1D. aERMi WITHIN THIS RE A ° O \ STANDARDS. ' INST • FOR LOCA ?IOM SF AND f I R CONlAII1i MBLEVISIOM, tRL. t •ihl�!' f*P74 • I / I UNSt1ESTAND THAT THM' 1ECK' OF CT /IMEIt AND AND RIME SERVING STREET LINO MULL BE 31 I 72 SPECIFICATIONS W THE COUNTY OF SAN DIEGO IS 'W or VARK . INED NO A REVIEW orURCEf 11. POSNw (j► '� SINISIM ON' TINT "AS- BUIM'M ImeovVMIMT DRANUM ONLY ANS ALL I� / O NL Y A E111 TI 1111 FOR BE T D Of W or ALL BE � WITHIN THE awassI m RIGHT- CYaMSTRUCT 0.34 ' HEADWALL / / -WAY MilHiH p ll OEDICAtEO 110 go Como OI W1rH45 °W/NGWALLS AN 1 D i% �' SAM • /TON RIP -/SAP Z. 83' TRAFF10 84RR/ER AN l / / /6 20 7 12 DEPTH 4.3' TOP PER STR/CTURAL I N � P�'o DATt Rc H �� ENGINEERS PLANS. ! q0. / t No. tLOPM 1 1 FOR Ni , 2 s 1 FINE MAJOR DIE TA /L A l , / Q� q . 21 K� 0 From ?he Ab ove N O � dS3 • 32" ~/ � / �h • _ cay c� + ¢ r 11 Regm i re liORr ovA1 Of TM - - o reater Of Pub vSrka Alter: R ��' / OWNER'S C E R T I F 1 C A T to NAI/tM1/$ ° view 09 A Re«ISt Rem A h11a I I► S /TE� IT 13 Ai11FEp TENT FIELD CDMDIT /ONUS MAY REQUIRE CMrSE>a H TO THE><E PLANS. .✓ Sys!" 53 PR /PATE R (DEVELOPER) SMALL HAVE A RECISTOM ExCA C . Y. �w FI Ia t . Y . / I EE L 7I ETAIL A" ?,9 1' ol4 /i�E/ti64Y PER STD JACK PL CIVIL E•NGI NEER MME SUCH C IT I3 FURTHER AGREED THAT THE �At MAIESit, XTERATIONS OR ADD 1 T IONS TO THESE SI 41� ANS WWCH THE BNIKIGR. (IF �INBLIC MORKS DETEMImES AM NECESSARY AND S PEtrate , N .� OWG.G-�4 DISIRAELE MR THE IMNM COW TION OF THE I1M'aMEM W& PeEE! IM mad Waste or / NI ° -¢ LAME JACK RV AD EL C,E I NERE.DY AGREE TO CONNENCE kgRK ON ANY IMPRovEMSNTS Area. +1 / 162.2 CHOW ON THESE PLANS WITHIN EXISTING, COUNTY RIY T- LAL OF-WAY WITHIN 60 DAYS AFTER ISSUA cu NCE OF THE CON - ARE ON fLul !i >DRAa ;� DCRIIiS / �` STRUCTION PERMIT AND TO PURSUE SUCH WORK ACTIvEL,Y GRADING OMa� "M IN IONS WILL CRASH IL1I A IR RESPECTIVE EVERY NORMAL ` IYORKING _ TAY UNTIL COIIPL W A?BD7<, 1111E PREI WILL Main THE AO � I PALMTREE R �LOF�SIO sSOCPATED VI is P A ND R T OR UMDE'RR MY CO eR Ir DIRHC?OR 6r I C DISCOVERY. SCOVERY . 4RA1tI MG , 1 ` To RE/Iu/N A l J / VICINITY ,,� dE A. P 1 OPERATION, I. TMs MINIM ! `V/ \� / � MAP � s ohelER: HAS RECBI "PR61fHS DIMOTOR OF .I ar 0 PUBLIC WORKS DO SO. No. 29577 ADDRESS: P.0- BOX r+l Ff�G11�rITAS, �q g2 p2e � I r / ASSESSOR'S PARCEL: G4 Z40 -D4 IL CI >,, (D 12' 12' �. PLAN W v ./ SCAL / J PRIVATE CONTRACT Lu / aREpl�n BY. PERMITS z TYPICN S C LE ECTION AASCO ENGMERMl6 �PAAR PI�IC s19TS LU 535 N. H I6j4W Y 101 SUITE A REZONE PERMIT NO. w, fa GRADING PLANS FOR: 0 (a c0 SOL LANA BEACH A C A . 92075 SPECIAL USE PERMIT NO. �A N ' 1 r`•".t � '` "''�` C'XhJNTY APPROVED CHANGES TENTATIVE MAP NO _� T� WATERCOURSE PERMIT a � AFFfrawd by Dm CALIFORNIA COORDINATE INDEX N°. DwcfiFliM 1701- 32G S � DESIOW Tp SOX (! •• APwI OVA. e.CMIMAN E�M�... of ~k: OESCRIPiION: 0073 - CN /8. B[�. Tn� A�Afyc Al,t�rr�e CULVERTS W/ST -'ai. F/y. ,otr t z y \�. C! "!L �•' tom/ DIRECTOR OF PUBLIC WORKS Lo TION: SW CORAIQA' /NT EG CAM /� R.C.E. Z9B TT y RHO SAWTA FE' RA 23 ;'G1D'S E.C.N. if /� / /�, _ Lai s t. _. 9034 - = w RECORD FROM SAN AI CO. RT ONTROL L>ro TUM ,, l ELEVATION: 119, DATUM: �1$QlQ. _ �1 �f ° �_�'7 ti„ me• W P - Q 4 _N 1 ME I Z W FILE NO. PE -Cft 1 i O n --o I N 4 ., U / e O.C. /' � N ❑ � 6 4J� spar�. -s .fL 32 A i C. ...lo ..;� lfe #-�•� 24 VO r� in 1'h, c /e iec t/o r/ 5 J' - - (o u !p� Tar Slab rtin7 �a e J . D >s V p 70 � o f 4o b r -? -o ` — ' /° 0 / r° / / \.� CIZ z2 "' 2 •' S eI O W f o O /oc %`Tl�n T es See cJ e7 bt /oo.J .�! 1 ! I�_ -- • '-...- ._.._.._. —'_ =-_'.. _ :" ' 24•'•oe - -� Ye?Y /Jr�� "oC EVENLY 5PAC 7 '-d / #JY @1(o /to.C. C Z$ CP�.� �l6'1 r ! E 09 bo.s , — )iCl j Q 2 �o /' o I I JJ l7owe /s 5 L 24 v of• ^: HOri z - 5s arec/ /p I I• as-V owh n i` - �y n i of, 7Gt s 6 a rs /G topic O rGr,Lrtf A 2 2 N z 4 Ho -r/ ° 5 ra,�/ Dow at . V „ 7 m C t r!i cls .SL 2 4 oc 2 J�D - 5 h / a, L _` ' — I 1 = • o Z ✓ Z S 0' eo�f limey E1ey /S 2, , 13 ` !S /. 1 0 /•� - / i,.. —_ ! �u #3 GJ /B t! 1 4• I Vi i j 2X 4- G o n7; ,* 3 'C /d ✓ o.C. M 1 I 2 a ) h .,I - -✓ I NS1 DF AIA -5 SEC 7 -10N e F IV W O/ SFCT /ON T1011\1 - -- ��k•• --- _} ____ __ - -- --- - - - - -- / -4 Ides — � ->~ N _ -.._ . -- ... - SEC T/ �o• SI o / ve _ - yt// na wr /l (? 45 ° 4 I 9 7- g p S Flo /'J�inq l ICS #./ (i l 0 ' Off. I, - Ou7 /e Vr-c/ t �� —. N Other Orrr� i 3 ; i 5 -1 - - - -- i. .I (' N r I Down /t j < 4[O" /Z C�i/off h1L - - -- - - I I I O i { Cq wad Acom INLET-- SeCT O bA ✓5 j o 7 s " OUTL. F_ T — SECT - /O/V wo /T 83 Top of woL A /Gal, OZ � ® S /m / la r G 12,1 4 I i I �►` t 1 t ifar/z L 24 a4 s Woo Fp✓ \ / li � � �: c �I4 /� / S -r CourS� o� /lo ur ? ( Sh or / z U bo When ck- t/Ilmy I - y a \/ S f i D o ) C � \ I I • /1' — PL A N c`) h oot'; z,) wm Y S ors GJ 24 OG - end TYPICAL INTfR EC�/0 _.__- _._.._ wall "s�4 // 6e f i'�1V Sco % I I /ev s l Scale I= 1 -O d ° l _ I I ,r l •.;I" zi /si.�9 l�Xerl� ,. �� � D roir� I /obi o- � c u/r/P/1 • lt) i i I j �'il mpe end bond .. ���� /" - d �ocv t lS I 2 _ =G s bars , � i I� {y C f i � /r✓ /.i/, o i q I I I � p 6ea.n UnitS O✓ Y�° " L. 8 't o C { 0 ` /ln CD /U,•»n •...�' ,�v , �9 7 °ars V tr o SCALE VZ = / O /l OC. ! \ C /ear V rr->FC a / # 66 o c I o� i n 9 �� o X EXCEPT AS NOTED /Z w,th �o FOR RE FENCE" AlL Y PRIVATE CONTRACT 7K - ! i 11 s �j :G �O ✓� / r) Q,, Oil N _ - - I PERMITS SMEFT CI � - Mewu ►s 9 — 8 - - -1 DEPARTMENT O PU6LlC — — s n t h/ °lJsr�'. REZONE PERMIT NO. N / A sH EETs - -�J / NA7DWOM SE FERMI T SPECIAL USE PERMIT NO —. JA S I . ^ c arr :•� J3 o p /7"" ° 4" �TJ f� � M 0 �' , TENTATIVE MAP NO. Tl'1 88 - 115 BOX CULVF�T a 2 , �- S Qcer iowr:• BENCH MARK � 8- O �' { � I P I - C/ T Y APPROVED CHANGES ' -- - -- ..._.}___.._____._.. ; d 9- / t. ., Ne. Dncription Approved pY Diu CALIFORNIA COORDINATE INDEX 32(p -/70/ DESCRIPTION: SEE SF(EET 1 � / -G" /� •r CITY ENGINEER s SE CTION � _ ta„�,,.., .�, -- e 5'f T / D IV ROBERT A. WARREN RCE S' / — C LOCATION: E I1EC0110 FROM: 9 W ' Lei ELEVATION: ^o JO �_ DATUM: 1 0�6 G•.d+ - - --T�� ►wmlt No. c ' W FILE N0. PE -98 --7� —L • , • — I PC A /V REINFORCED CONCRETE CONGME BLOCK & ON Y 2' 00 4' ¢ 6 "_ % ¢ 6 1. Concrete shall have a minimum ultimate compressive 1. The concrete block masonry shall be hollow load- -- strength in 28 days of f'c 0 P.S.I. It shall SECT v 300 bearing concrete masonry units, normal weight, in be placed under special continuous insnecti on by an accordance with ASTM C -90 Grade N. They shall be ,y I ` J bar inspector from an approved testing - inspection labor- plrcod under anenial cont inspection by an — I atory and shall be aid for b the Contractor, p pp _ P Y inspector from an approved testi ng- inspection lab- hl � 2, All reinforcing orate and shall be bars shall be deformed and shall paid for by the Contractor, _ 2 *5 ba .1 meet the requirements of ASTM A 615 Grade 60, Un- 2. All mortar shall be type M with flush joints. T less shown otherwise continuous bars shall be lapped Hori2., *6 :5 Ilf 3. All grout for the 16" wall shall be laboratory d 30 bar diameters in concrete and 40 bar diameters in a5 Is how I n Vert Near - "ace * P !(cl "o•C. cv 3 I ! I designed for a minimum strength of 3000 P.S.I. in Gar! FaC2 4 C-'24 o C. p concrete masonry with minimum � 3 -6 ". a mmum lap of I 8 2 4Y —_ _ - - -� -- - — .__ s . Three U I (3) to s pecimens pecimens shall be made 3. All welded wire fabric shall meet the requirements of for each days pour. They shall be covered and kept cq ASTM A 165, Lap fabric 8 at splices. Care shall be damp on the job for 48 hours, then stored in the .................... I taken to insure that the fabric is in the center of laboratrn d amp amp room. One shall be broken in 7 days, i i the slab being reinforced. another in 28 days. If these meet the requirements, r A the third specimen may be discarded. Copies of the — i — � _ —� i I 4. All reinforcing and fabric shall be fabricated and teat results shall be sent to the Contractor and the —' - placed in accordance with the recommendations of the American Concrete Institute (ACI 315) and (ACI 315R) Structural Engineer. and Concrete Reinforcing Steel Institute "Manual of 4. The grout for the 8" and 12" walls shall be in accord - r Standard Practice ", ance with Table No. 24B of the U.B.C. with a minimum H MORAL 5. Provide 3/4" chamfer on all exposed exterior concrete strength of 2000 P,S.I. in 28 days. corners, 5. All grout shall be placed in continuous pours with a maximum height of 4 2 `� � ur � ~r �-� a ��� l >�1 Any time a grout pour is stopped 6. The hooks in the slab bars may be turned from the for more than one hour it shall be stopped 4 below N X 4 /P° s �F vertical to provide the required clearances top and the top of a unit. This also applies to the top of walls � bottom. __v a N �rC SS urt `tr�a� aver which a concrete slab will be placed. Tops of other �; � r-{fcr fGbnc,�fior 7. Wall Drains - Backfill and drains shal - 0 5'- 4 " o.C. sa be walls shall be grouted flush with the top of wall. Grout _ installed in accordance with the letter and figures 2 and 3 addressed to Bruce D. Wie and (f g , shall be consolidated by mechanical vibration during F Inc., from San Diego Soils Engineering, Inc., dated August 24, 1988. placing and reconsolidated after excess moisture has been P T Q F absorbed but before lasticit pp Y 5. All ¢ttpe.s.eA , tKJe %u r - Co c-ES � 6u.. P y is lost a roximatel f AU LU/tBEZ �iv.is�wf � w:� o. %0, V g Vi .� 5 �� 5 or 10 minutes. V SE Roo&h I A PRESSURE 6. Vertical bars shall be fixed in position at top and 1. TREATED bottom and at intervals of not more than 192 bar 1 oS f diameters, 5.2 t t '`4 M T \J 4 i J J FOR REFERENCE OR Y Y/1 F V SCALE Yi 0� PRIVATE CONTRACT PERMITS S HEET I i F C! Of 5t /TAS 9 D EPARTMEN T Of PUBLIC I.AARKS SHEETS REZONE PERMIT NO. NSA SPECIAL USE PERMIT NO. 41A WATERCOURSE PERM /T TENTATIVE MAP NO. TM 8B-I1.5 80X CULVERT C /T7' APPROVED CHANGES BENCH MARK Ne. Destriytion CALIFORNIA COORDINATE INDEX Approved by Dete DESCRIITION. SEE SHEET A C11Y ENGINEER EnMoeer et w % LOCATION: ROBERT A. WARREN W M14 ,��ki�•�9 �� _ O RECORD FROM: � ^AL/ W Grading ELEVATION: DATUM: 1 � /TY Permi o. ��'fJ Dote Z = Cz W d FILE N0. PE- 98