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1997-5164 G (Plans) GENEKAL NOTES WOKK TO i3E DONE 1. All work shall be done to accordance with these plans, the Standard GRADING PLAN The Grading consists of the following Work to be Done according to the plans, the Specifications for Public Works Construction, the Design and Construction current City of Encinitas Engineering Department Standard Specifications, the San Diego Standards of the City of Encinitas, and the San Diego Area Regional Area Regional Standard Drawings, and the Standard Specifications for Publ15 Works Construction Standard Drawings. Any changes or revisions therefrom shall be approved San Up Avenue, Cardiff by the City Engineer prior to any request for inspection. Grading shall consist of the construction of all cuts and fills shown on these plans and See Dwg orm Constru Not 4560 -G for Private 5treet and St Drain Cttion outlined in the earthwork specifications. All grading details shall be In accordance with 2 The Soils Report entitled Geotechnical Investigation the City of Encinitas Grading Ordinance. San Elijo Avenue, Parcel Map, (rardiff, California prepared by Geocon Incorporated. dated June2, Ig91 shall be considered as part of this grading plan. All grading shall be done EK05ION CONTROL NOTE5 LAND5CAPING NOTES Legend Item Reference Symbol Quantity in accordance with the recommendations and specifications contained in this report. 1. All slopes shall be planted and irrigated in accordance with plans approved by the Gity Engineer. 1. In case emergency work is required, contact Jaime Weiss- Steider at 454 -0303. Project Boundary -- -- .' 3. Approval of this plan does not constitute approval of sizes, location and Plans shall conform to the G14 of Encinitas Grading Ordinance said all adopted Landscape and W type of drainage facilities, nor of improvements within street right -of- 2. Equipment and workers for emergency work shall be made available at Irrigation Standards. JQ ways. Separate approvals and permits for these shall be required in all times during the rainy season (October I, to April 15). All necessary j Existing Elevation conjunction with Improvement plans. materials shall be stockpiled on site on October I at convenient locations 0 2. Finish Grading and Planting shall be occomlished on all slopes prior to October I or immediately y5� to facilitate rapid construction of temporary devices when rain is imminent. o f , D�j° Z Proposed Finished Elevation 4. Written permission shall be obtained for any off -site grading. to upon completion of any slopes graded between October I and April 15. 3. Devises shown on plans shall not be moved or modified without the Q Y ✓ 5. The Contractor shall take any necessary precautions required to protect approval of the Engineering Inspector. Existing Contour -1 � - adjacent properties during grading operations. Anything damaged or ` _\� `;, site NOTIFICATION5 destroyed shall be replaced or repaired to the condition existing prior 4. The Contractor shall restore all erosion control devlee to working _\ q Swales and Flow Direction 2? to grading. order to the satisfaction of the City Engineer after each run -off producing �� 1. The existence aid location of underqroind utility pTres and structures shown on these plan, were ob- rainfall. tanned by a search of available rams. To the best of our knowledge there are no existing utilities 6. The developer shall be responsible that any monument or benchmark 4 \ ti \ \ ; except as shown on these pins, however: Public Storm Drain Inlet Std Dwg D -8 See Dwg No. 4560 -G which 15 disturbed or destroyed shall be re- establlshed and replaced 5. The Contractor shall install additional erosion control measures as ma 1 7 L y P be required the Cit E due to an Incomplete radio op eration �✓ ` ~ �\ The contractor is required to take due ecauti mesures to p rotect exisith utllltie5 or by a Registered Civil Engineer or a Licensed Land Surveyor. 9 by y g p g rading op f a , p l�_ _ - - - - or vnforseen circumstances which ma arise. ✓ ti` , structures located at the work site. It f5 the contr tors r ability to contact ute folloM RCP Public Storm Drain Pipe D1500 - - - - _ - _ _ = See Dwg No. 4560 -G y O ~ orner5 of said utilities or structures for to excavatio(i, for verification and location oT 7. The Contractor shall design, construct and maintain all safety devices, `` . including responsible for conforming to all local, 6. The Contractor shall be responsible and shall take necessar precautio ti utilities and notification of wrrrnenGement of work: p g p y pr ti ti Masonry Retaining Wall See Plan and Sections 3,225 sq ft State and Federal shoring and shall be res safety and health standards, laws and regulations. to prevent public trespass onto areas when impounded waters create a a. Sewers - Gardiff Sanitation District 00 633 -2180 hazardous condition. � ��; 8. Grading and equipment operating within one -half (1/2) mile of a structure fi 6 " Private Sewer Lateral _ -S - See Dwg No. 4560 -G for human occu shall not be conducted between the hours of 5:30 P y 7. All erosion control measures provided per the approved Grading Plan shall g b. 6a5 Electric - SDGdE (800) 422 - 4133 p.m. and - 1:30 a.m., nor on Saturdays, Sundays and City recognized be incorporated hereon. VICINITY MAP c. Viater - 5an D•leguito Irrigation District (160)153.6466 AC Paving 5,035 sq ft ho I /days. 8. Graded areas around the project perimeter must drain away from the VICINITY d Telephone - Pat Bell (800) 4893441 9. No grading operations shall commence until a pre - grading meeting has face of slope at the conclusion of each work day. . PCC Drainage Ditch Std Dwg D -75 - Type A or B 100 I.f. been held onsite with the following people present: City Inspector, e. Gable TV (760) 931-1000 Civil Engineer, Geotechnical Engineer, Grading Contractor and Permittee. The 9• All removable protective devices shown shall be in place at the end of pre - grading meeting shall be scheduled with the City at least 48 hours each working day when the five (5) day rain probability forecast exceeds f. U1der'ground Service Alert 1- 8004224133 PCC Outlet Structure Detail, Sheet 3 ® ®" 1 ea. in advance 4 (ailing (160) 633 -2T10. forty percent (40%). Silt and other debris shall be removed after each rainfall. 2. Contractor shall notif the GIN En9WArS office 48 hours prior to begiming any work ;on this project. 10 Prior to hauling dirt or construction materials to any proposed Phase: (160) 6332710 construction site within this project, the Developer shall submit 10. Should germination of hydroseeded slopes fall to provide effective coverage to and receive approval from the City Engineer for the proposed haul of graded slopes (cIO% coverage) prior to November 15, the slopes shall 3. The contractor shall qlive 24 hours notice on Galls for hepection. Phone: (160) 633 All work EAKTHWOKK route. The Developer shall comply with all conditions and requirements be stabilized with punched straw installed in accordance with Section performed without bein�fIt of & irection will be sib ject to rejection and removal. the City Engineer may impose with regards to the hauling operation. 35.023 of the Erosion Sediment Control Handbook of the State of California EXCAVATION: 5,950 Cubic Yards RLL: 0 Cuwc Yards Department of Conservation. 11. Upon final completion of the work under the grading permit, but prior Total Export: 5,950 Cubic Yards to final grading approval and /or final release of security, on as- graded certification shall be provided stating: "The grading performed under ENVIKONMENTAL DATA Permit No. 5164 -G has been performed in substantial conformance with the approved grading plan or as shown on the attached As-C-raded Plan ". I. S teepest Existing Natural slope on -site = 11.1% OWNEK'S CEKTIFICATE This statement shall be followed by the date and signature of the Civil Engineer who certifies such grading operation. 2. ftirnurn Vertical Depth of Gut = 10 feet (155 feet in Basement) I hereby certify that a Registered Soils Engineer or Geologist has been retained to supervise over all grading activity and advise on and stability of the site. 3. Maximum Vertical Depth of Fill = 0 feet GKADING NOTES 4. Average Depth of Gut = 5,950 G.Y. x 21 / 20AI 5.F. =1A feet E vote S 20 f 9 1 - All grading shall be observed and tested by a qualified Soils Engineer E DS- STEIDER or under his/her direction. He/she shall observe and test the excavation 5. Average Depth of Fill = 0 G.Y. x 21 / 20,237 5.F. = 0 ' ES W placement and compaction of fills and backfllls and compaction of trenches. 333 Coas Blvd, Apt 2 He/She shall submit soils reports as required and wlll determine the Lo Jolla, CA 92037 suitability of any fill material. Upon completion of grading operations (619) 4 46a - 1cano he /she shall state that observations and tests were made by him/her or under his/her supervision and that in his/her opinion, all embankments DECLAKATION OF KE5PON51BLE CHAKGE and excavations were constructed in accordance with the approved grading plans and that all embankments and excavations are acceptable for their intended use. I hereby declare that I an the Engineer of Ntork for this project, that I have exercised responsible charge over the design 2• The Contractor shall properly grade all excavated surfaces to provide of this project as defined in Section 6"103 of the Business and Professions Gode, and that the design is consistent with current standards. positive drainage and prevent ponding of water. He/she shall control 0 surface water and avoid damage to adjoining properties or to finished C g\ work on the site and shall take remedial measures to prevent erosion p � I understand that the check of the project dram ngs and specifications by the City of Encinitas is conFirned to a review only of freshly graded areas until such time as permanent drainage and and does not relieve me, as Engineer of HxK of my responsibilities for project design. erosion control measures have been installed. 3 • All areas to be filled shall be prepared to be filled and fill shall be \\ �. T RESOURCE DEVELOPMENT CORPORATION placed in accordance with the Standard Specifications. All vegetable \ 1 ��A Existing Private Storm Drain & Sewer Lateral Easement, 531 Encinitas Blvd Suite 201 from the thelfillas to be place be removed Loose en fllQand Ern `a s , ,J� ��� rg L� and Pub lic Storm Drain Easement per PM 17859 4*�`''p C1Vt( y ` l \ Encinitas, GA 92024 f " p'�', J ° fi r^ ` ee alluvial soils shall be removed to suitable firm natural ground. The Exist So Ca/ Gas 12 3 1 4 Transmission Mom �� y (619) 942 - 1106 Fax (619) 942 - 2514 6 V A V • , r ' D, 'mss exposed soils shall be scarified to a depth of 6" and then compacted - �, ' 1? o to a minimum of 90 percent. It shall be the Contractor's responsibility Exist 12" AC 1Noter Main } \ \\ - sl/ £xstinq Private R and Uti lities � , r ?5 1­4 p to laces read water and compact the fill in strict accordance with E asement p 17859 �: _ _ _ j (( D �° tTq ond C\2 the Speeiftcations w p . BRIAN DONALD, RGE 26115 f .. ..... .. �a> Exist 8 0 L•G'P Sewer Main N \\ i rat License E x p ires 3/31/ �2 4• Out and Fill Slopes shall be cut and trimmed to finish grade to produce \ �-. smooth surfaces and uniform cross sections. The slopes of excavations'v \ \ C and embankments shall be shaped, planted and trimmed as directed by CI �� y l SOIL5 ENGINEEK'5 CEKTIFICATE the Engineer of Work and left in a neat and orderly condition. All stones, Exist 4" Gas Main tee roots and other waste matter exposed or excavation or embankment \\ \\ BRIAN y I, .lanes L. Brown, a Registered GMI Engineer In the State of Galifomia, principally doing business in the field of Applied slopes which are liable to become loosened shall be removed and disposed DONALD , Soils Mechanics certify hat a II and stud f the soils condition P revalent within this site was made by of. The toe and top of all slopes shall be rounded in accordance with N \ \ Existing Easement for Public H��'gqhhway o Np 26175 z , y 5af� ng Decicoted to the City of E7ci73as on PM 17859 * CtyIL me or under my direction between the dates of May 9, 194'1 and May 9, 1991. One complete copy of the p the Grading Ordinance. III ( , f F Soils Report compiled from this study, together with my recommendations, has been submitted to the Office of the 0 \ \� 9� Q om` G1ty Engineer. Futhermore, I have reviewed these Grading Plans and certify that the recommendations Included in 5• 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 £x)st 6° AC Water Main \ ® F OF cAt`F the Soils Report for this project have been incorporated In the 6rad'mg Plains and Specifications. p leave the areas that have been cleared with a neat and finished appearance p free from unsightly debris. Approval of location of debris fill shall be C c secured from the Soils Engineer and City Engineer prior to the disposal BU IL of any such material. ,�� �•.�� (v� s 4 B RDt_ KEY MAP and EKOSION CONTROL PLAN . *,. " " " " + +w Janes L. Brown, RGE 43824 Dat b CIVIL a te, License Expires b0oXr1 COMMUNITY DEVELOPMENT DEPARTMENT SAN DIEGUITO WATER DISTRICT 1 = .: �fi ip ' "` " .f�c� BRIAN Dole 3 l5 t77 a c DONALD _. CE 26175 LEGAL DE5CKIPTION� No.26175 CIVIL *z 31 /02 Professional e Parcels 1,25 and 4 of Parcel Map No. 11859. A 1 ' 0 FC Atl ,o APN 260- 620 -20421 C.> NAME DATE NAME DATE " .,... ,, ..,t<*•,•, �, URAM HT 0 REwSIatS APPROVED DATE REFER C ES DATE BENCH MARK SCALE ENCINITAS FIRE DEPARTMENT t Eat a APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. County of San Diego Benchmark No. "SE 5" PLANS PREPARED UNDER SUPERM90N OF RECOMMENDED APPR ( GRADING PLAN FOR: Located Westerly y o Rail rocks approx y OCEAN VIEW VILLAS 5164 "V 800 feet Northerly of the Project Site. HDPoZONTAL N/A � 8Y: m .. �) ; Record from County of Son Diego Vertical Control CITY ENGINEER / I1 Data, North County ". IiRRT� - AL N A �/ IAN DONALD, RCE 26175 DAB DATE �e 24 r 1�_ DAM /r'>'_2O:dg San Up Avenue Cardiff Elevation: 100.60 Datum: MSL NAME DATE License Expires 3/31/WoZ WORK PROJECT NO. TPM 95-118 SHEET 1 iJ RE50URCE DEVELOPMENT COKPOKATION JN97 -017 i3 Rh t C/L RMI t 1 \ 1 I 3 1 t� 3 co t 1 Exreurg House a t J 1 2 r r - 13 E 4 VV Priv Stre I rovement Note � 3 N / See lI of Encini N No. 4560 -G for Details of Private Street F - - - - -- - - - -- - - - -- - - -- - - - - - -- - - - - -- - - - - -- -- - - - - -- - -- - - - --- � x Condttuctton. Grades and street slopes are as shown in the Profile t l ( I I A PcC Iv." — on Sheet 3. 2:1$1 + Property line izetaining Wall Note A _ See Sheet 5 for Property Line Retaining Wall Top and Bottom Elevations and FleigW. 'the walk along the Southerly Property Lire are designed of ; ( __ b 3 N t f - a _ _ - � i I _� � a to accomodate the grades proposed for o �� a I ,� �p5 — - — — — r , /^ - r i Ol _ r ^ t on 5312 -G fTPM . 9 - A 42' high Guardrati shall be r �1 r �� ,� r c .� + (rlstailed at the t. of exterior property line retaini walls. J 1 2% - 3 landscape p lans for deta(Is. N 3 �' M - 99.5 Basemen -108.5 Gro nd Floor '`� - i 109. Basement 118.5 Gro d Floor N x .�` &NOT PLACED ALONG S, PA 9.0 Pad i `� ' 109 O Pad 3 1 , tn ... r I I JA m . , 1 cv Project Notes I. Owner to obtain a Construction Permit from the ineerf D ept. LLI � � •a a0 t I 1 07.5 s r �'s ��, x at least 48 hours prior to working to the Pubic Right -of -Way. z 3 } 3i$' Mta r fvr 1 I i - -, tBS.m Landrng / Failure to do so will result to a Stop Work Notice and double _1 4' Seleef La - - .—� P Sewer i 3 IT STAIRS teal ::. . permit fees. It is the rexporre(btltty of the Owner to know where 3 , >$ _ _ to P I _ — - the property Imes are. �e — 2. All Utilities saving the Project Site shall be installed underground - i m f lI faGP Aaln�', t i _� 10 line ain _ unless affterultae approved. O � t � -: •- - - - - - - - -- - -- - - -- - -- - - -- - - -- ---- -- � X — '3 . Mlpervtous Areas . . —. . —, I PCCOutet li, I— — ° —. —. —, $ "Prfv $emar fstatn s $ $, a 4' 1 fvate Hewer el � x Parcel i - 2 l2 aq ft I " ; i `�-- � - — — 110 Parcel 2 - 2,5f1 ft A "rerich Reaur cing I I 3/ ' Ha ( forr& 4 � I IT STAIRS - Parcel 3 - 2b90 sq ft _ 8 q'� Private Sees al Clear�wt A D Cs -24 ( ) z a i u, I ! I M I �\ i 108.0 Lana) \�3 4 . " �` r« 5avice to Par 2, PM %35 Parcel 4 - 2182 sq ft C 107. f 5W fonP' rde 2 0 ' " M ® � A p v9 orb jr 0,1� 3 i " '" } i � " i I � / E � ,� ,� 3 m i tiS �`•' r` '� 99.5 Dfirii Mont -10 ,5 Ground loor 109.5 ass d 18 G - .5 rou d Floor i x � I 5xi N is I 99.0 P d t 3 ca on 109 Pad $s�� �i I ✓ I �� s 4 0 5 10 15 25 — -- — -- — __ _ — SCALE: 1" = 10' I � N 20' I x 3 ; "�` e" I N61d 8'29'E 1 .04' 86.00' m I X (TV) i Drainage tk,sheet X V% (W I � I stn,ctural ib, 8tieet X ICI "I I art or) Lot �� �e �J0 1 2 � J �JJ� �1 W X GRADING PLAN I 140 140 P/L Itch Per Std Dwg D -15 �o crvk 130 BAUD t F +.t t er%f e- — — >! CIVIL Existing Grade 120 . 120 0 RNJ C/L R/W Pti _ — _ _ — — ' Masonry Retaining Wall 30 30 .— -- — -- — — — — — — _ —' — — cement FF ley 109.5 AS BUIL 110 San Eli jo Avenue _ 1 _ / / � , — — — — — -- — _" — ,. y���`` • .,,fa6i� By. �� . � -�.- �( �- Date 3 ttS / ez - - --�_ _— _ i 100 :�� % �� T - _ _ - — — — — — _ _ — — No. 26175 100 BRIAN DONALD, RCE 26175 * : CIVIL License Expires 3/31/02 IWO v'f Professional t s Ift ;, tF ...........• O ©f ' g E .11— In REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. County of San Diego Benchmark No. " SE 5" PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP Located Westerly of the Railroad Tracks opprox D GRADING PLANS FOR: 800 feet Northerly of the Project Site. i" = 10' I /� • " HORIZONTAL DATE: BY: BY: TY EN�N OCEAN VIEW VILLAS 5164 G Record from County of San Diego Vertical Control R.C.E. NO.: 26175 PATE: p� ` Z.g —9 � DATE Data, North County ". Vt7tTICAL N A Elevation: 100.60 Datum: MSL �— IAN DONALD EXP. 3/31/98 WORK PROJECT N0. 01- San Up Avenue, Cardiff SHEET 2 6 Resource Development Corporation JN97 -017 B a 140 140 E of Esmt 16' P/ 8' 8 ' Ext ii Cyr - -- --- �r—� -- - - - -` 1-- - -- Fit1� 120 120 — — — — — — — — — — — — — — — — — + Q 100F,110 ZV _� �- i —� 5 owoo 000 WARA Le iw� + 0.110— AC r °+d se m a a — by ° All PCC Paving — .� zx carabu°t�a, bad m R— rest hg be J' AC oxtr 6e CAm d 4i± - 4T --- - - -- 100 100 TYPICAL PRIVATE ROAD SECTION - _ - cc No Scale Ex et tl iE - ---- ----- 4t 1+00 2 +00 3 +00 MOFILE: PRIVATE PKIYEWAY i a 20 Horizontal - I' V Vertical Exbt i � - - - - -- - ,i ❑ 12 Landscape Drain (typ) ultimate RN PLANTER 4' PVC Drain Pipe 25' Vertlwl Curve 3 Frame and Grate - 2' f 1plPx d _ � 'e ' w ' n � +� •� N � - -. �' . .. � r;iy,:. r"J ir e Ll o A te+ PLANTER d , Trio Fisted of 4 e4 Around Plpe ' d a Florrilne of 1/2' wide Drdnage Groves a 4" o.G. Rebar and Concrete Th(ckness per Std Dregs 0-16A 4 B %gle Box Culvert m1h Span = V, Cover less than 2' and H = 2' Outlet Drain Pipe onto &+ _ 12" RGP Storm Drain AG Pavement Surface Private Driveway per 6rcdrng Plan — — b' - Solid Concrets Transition 15' -Box Culvert Section per 6rcidin pl i e � a . PLANTER DRAINAGE DETAILS No Scale �! wAddrt one 1R'b Anchorand of each angle aseF�an on Sid Dsg , Long D i'i. (lobar aid Concrete ftknsss per Std Dwgs 0-16A E B with 5 =3', Cow less than 2', and H =2' - Flat Invert 21' - Storm Drain Outlet Structure I/2' 6rO0V09 ®4' O G. , r a •I t J���. e '•• . . ._ Vie' ., � _ _ ee' 'a ;' :.•. q I Q�( , EA. Groom * iw..aa�>"a is �. _ .• -. e'h N . • e •• �' . •., fa � _ - 2 Ill : •. .. * d • ' °• .e • e • • � ® frame aid 6rate - 2 ea AS B " fill i r Section: Transition per Std Drrup D-15 t D-I5 Box Culvert Section ,r��p CIV I( fN•,, B e 3 13 ae7 5 • DONALD Dot � D L ��ONLD BRIAN DONALD RCE 26175 i No. 2615 * € STORM DRAIN OUTLET STRUCTURE License Expires 3/31/02 * cevlL Ss: 1/2 -1 � J, ,Professional _�? 2 REVl�ors APPROVED DATE REFERENCES DATE BENCH MARK SCALE APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. ( •oo County of Son Diego Benchmark No. "SE 5" PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP GRADING PLANS FOR: Located Westerly of the Railroad Tracks approx ^\ DAh A ,� D gY By. TM OCEAN VIEW VILLAS 5164 -G 800 feet Northerly of the Project Site. HORIZONTAL 1" = 20' /�) - Record from "County of San Diego Vertical Control R.C.E. NO.: 26175 DATE 24— }S DATE ' Data, North County ". VERTICAL Varies BRYAN DONALD San Eioo Avenue, Cardiff Elevation: 100.60 Datum: MSL Exp 3/31/98 WORK PROJECT NO SHEET OF RESOURCE DEVELOPMENT CORPORATION JN97 -017D STRUCTURAL ABBREVIATIONS ID. INSIDE DIAMETER A.B. ANCHOR BOLT I.E. INVERT ELEVATION GENERAL NOTES: MASONRY NOTES: ABV. ABOVE N,(') HOLSES) CONCRETE NOTES: ADD'L ADDITIONAL NT. INTERIOR I. THE CONTRACTOR SHALL VERIFY DIMENSIONS AND SITE CONDITIONS I. CONCRETE IN ALL WORK SHALL HAVE THE FOLLOWING ULTIMATE ADJ. ADJACENT BEFORE STARTING WORK AND THE DESIGNER SHALL BE ALUM ALUMINUM Jet JOIST NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. IN NO CASE SHALL I. CONCRETE MASONRY WALLS SHALL HAVE A MINIMUM 26 DAY DIMENSIONS BE SCALED FROM PLANS, SECTIONS, OR DETAILS COMPRESSIVE STRENGTH AT 28 DAYS EXCEPT AS MODIFIED BY THESE NOTES: APA AMERICAN PLYWOOD ASSOCIATION IT' JOINT ON THESE DRAWINGS. COMPRESSIVE STRENGTH OF F'm -1500 PSI. COMPRESSIVE STRENGTH OF ALT. ALTERNATE K KB'S(I0m0) 2. ALL OMISSIONS AND CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE A. SLAB ON GRADE (NO SP. INSP.) PSI MASONRY MUST BE VERIFIED BY PRISM TESTING PRIOR TO AND DURING APPRX, APPROXIMATELY LAT. LATERAL WORKING DRAWINGS AND OR SPECIFICATIONS SHALL CONSTRUCTION AS SPECIFIED IN UBC SECTION 2105 IF F'm EXCEEDS 1500 PSI ARCH. AWHTECTIN AL Lem PONYS) BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING B. FOOTINGS 2500 PSI l AND WITH ANY WORK SO INVOLVED. OR IF SPECIAL INSPECTION IS SPECIFIED ON THE DRAWINGS. • AT L.B. LAG BOLTS 3. NO PIPES OR DUCTS SHALL BE PLACED IN WALLS UNLESS SPECIFICALLY G. WALLS PSI 2. CONCRETE MASONRY UNITS SHALL BE MINIMUM MEDIUM WEIGHT UNITS L.F. LINEAL FM(FOOT) SHOWN OR NOTED ON STRUCTURAL DRAWINGS. NO BEL BF4ay STRUCTURAL MEMBER SHALL BE CUT FOR PIPES, DUCTS, ETC., UNLESS NOTED. D. CIP BEAMS t STRUCTURAL SLABS PSI CONFORMIING TO ASTM C 90, TYPE 1, WITH MAX LINEAR SHRINKAGE OF LOTH. LENGTH 4, THE CONTRACTOR SHALL DETERMINE THE LOCATION OF EXISTING UTILITY 0.06% 0900 PSI MINIMUM). B.F. BRACED FftluME LLH LONG LEG HIORIZ. SERVICES IN THE AREA TO BE EXCAVATED PRIOR TO BEGINNING OF EXCAVATION. E. COLUMNS 3. MORTAR SHALL BE TYPE "S" OR "RS', CONFORMING TO UBC TABLE 21 -A BLDG. 13UILDN[s 5. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE !MINIMUM 1800 PSI AT 28 DAYS), AND TO ASTM 01142. BLK BLOCK LG. LONG(ITUDNAL) REQUIREMENTS OF THE 1994 EDITION OF THE 'UNIFORM BUILDING CODE ". F. POST TENSION SLAB PSI V LONG LEG VERT. 6, CONTRACTOR SHALL SUBMIT REINFORCING STEEL SHOP DRAWINGS FOR 4, ALL GROUT SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2000 BLKG. BLOmNG REVIEW BEFORE FABRICATION AND INSTALLATION. G. GRADE BEAMS (GB'S) PSI PSI AT 28 DAYS. GROUT SHALL BE PROPORTIONED PER UBC TABLE 21 -B LTYd LIGHT WEIGHT AND WITH SUFFICIENT WATER FOR POURING WITHOUT SEGREGATION OF GROUT STRUCTURE IBM BEAM BEAM 1• INDICATE R T E E OF CO ED � ISO NOT BN BOUNDARY NAILING MAS. MASONRY RESPONSIBLE FOR ALL TEMPORARY BRACING, SHORING H. CONCRETE OVER STEEL DECKS CONSTITUENTS. 5NDRY BOUNDARY MAT'L MATERIAL AND SUPPORT NECESSARY TO ACHIEVE THE FINISHED STRUCTURE. I PRECAST CONCRETE TOPPING S. ALL CELLS C IN ONTANG REINFORCING STEEL OR EMBEDDED ITEMS AND . B.OF. BOTTOM OF FOOTING MAX. MAXIMUM SEE NOTES IN APPROPRIATE SECTION. ALL CELLS IN RETAINING WALLS AND WALLS BELOW GRADE SHALL BE BRD(s. BRIDGE(hd's) M8. MACHINE BOLT J. TILT -UP CONCRETE SEE NOTES IN APPROPRIATE SECTION. SOLID GROUTED UNLESS OTHERWISE NOTED ON PLANS. M. BEARRYs MEC• MECHANICAL b. ALL HORIZONTAL REINFORCEMENT SHALL BE PLACED IN BOND BEAM OR MEZZ. MEZZANINE K. CONCRETE TOPPING OVER PLYWOOD: LINTEL BEAM UNITS. BTM.(B) BOTTOM M1Ffi2 MANUFACTURER FOUNDATION NOTES: US 1 A A. STRUCTURAL LIGHT - WEIGHT: 3000 PSI (SEE NOTE BELOW) I. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER HORIZONTAL B MISC, MISCELLANEOUS MAXIMUM DESIGN SOIL PRESSURE: 2000 PSF CONSTRUCTION JOINTS SHALL BE FORMED BY STOPPING THE GROUT POUR BS. BOTH SIDES MR MINIhAaM CONTINUOUS FOOTINGS: 2000 PSF B. NORMAL WEIGHT: 3000 PSI S. ALL BELOW BOND BEAM BLOCK SHALL BE DEEP CUT° UNITS. CE. CARBON RBON EdIIVALENT PAD FOOTINGS: 2000 PSF C,M16.(G) C E D) MTL. METAL C. CELLULAR: 1000 PSI (SEE NOTE 2 BELOW) S. PROVIDE INSPECTION AND CLEANOUT HOLES AT BASE OF VERTICAL CELLS HAVING GROUT LIFTS IN EXCESS OF 4'•0" OF HEIGHT. GF. CUBIC FEE T(FOOT) CANT. CANTILEV Np,(ry NUMBER HAVING SEE SOILS REPORT BY: GEOCON INC. 2. LIGHT WEIGHT CONCRETE SHALL BE AIR ENTRAINED AND HAVE A DENSITY 10. ALL GROUT SHALL BE CONSOLIDATED WITH A MECHANICAL VIBRATOR. N.S. NEAR SIDE CAP. CAST N PLACE PROJECT NO.: 05936 -42 -01 AGE OF IV ST MAXIMUM AND 100 TS MINIMUM!. 11. ANCHOR BOLTS MUST BE SET WITH TEMPLATES AND HELD IN PLACE PRIOR N.T.S. NOT TO SCALE 3. COMPRESSIVE STRENGTH TEST REPORTS SHALL BE SUBMITTED TO THE CL C TO GROUTING. PROVIDE AT LEAST ONE INCH OF GROUT BETWEEN ANCHOR ER L DATED: SEPT. 4, 1991 ENGINEER WHEN CONCRETE REQUIRES SPECIAL INSPECTION (SPEC. INSP. WILL BOLT AND MASONRY. CLG. CEILNCs O.C. � CENTER BE REQUIRED FOR ALL GONG. W/F'G GREATER THAN 2500 PSI.) 12. SPECIAL INSPECTION IS REQUIRED FOR F'm CUR. BAR O.D. OUTSIDE DIAMETER 3. ALL FOOTINGS TO BE A MINIMUM OF: IS INCHES BELOW NATURAL GRADE 4. CEMENT SHALL CONFORM TO ASTM C -150, TYPE I OR TYPE 11, COL. COLUMN 18 INCHES BELOW FINISH GRADE PAR PARALLEL 5. AGGREGATES FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM CONK, CONCRETE P/C PRECAST 4. SOILS COMPACTION AND SITE PREPARATION TO BE IN ACCORDANCE- C -33, AGGREGATE FOR LIGHT WEIGHT CONCRETE SHALL CONFORM TO CONK. COPNUCTI m PERPENDICULAR WITH SOILS REPORT. ALL WORK TO BE DONE UNDER 6. READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE CONS7, CONSTRUCTION PL PLATE THE DIRECT SUPERVISION OF THE GEOTEC14NICAL ENGINEER. WITH ASTM G- 94 -$I. COW. CONTINUOUS PLY. FLn%ICOD 5. FINISH EXCAVATION FOR FOUNDATION SHALL BE NEAT AND 1. ADMIXTURES MAY BE USED WITH THE PRIOR APPROVAL OF THE ENGINEER. CTSK COUNTERSINK P.SF. POUNDS PER SQUARE FOOT TRUE TO LINE WITH LOOSE MATERIAL REMOVED FROM EXCAVATION. ADMIXTURE (COMPLYING WITH ASTM A494) USED TO INCREASE THE CTR CENTE"D) P.S.I. P0109 PER SQUARE NCH 6. THE FOOTING EXCAVATIONS SHALL BE KEPT FREE FROM WORKABILITY OF THE CONCRETE SHALL NOT BE CONSIDERED TO REDUCE THE G.Y. CUBIC YARD P.S.L. PARALLAM BEAM P °T. PRESSURE TREATED LOOSE MATERIAL AND STANDING WATER AND, BEFORE ANY SPECIFIED MINIMUM CEMENT CONTENT. (CALCIUM CHLORIDE SHALL NOT BE USED). P.T d FDW(NAILS) .DF. PRESSURE E FOOTING CONCRETE IS PLACED, SHALL BE CHECKED AND TREATED DOUGLAS FIR 8. WATER SHALL BE CLEAN, FREE FROM DELETERIOUS AMOUNT OF ACIDS, DBL DOUBLE �, QUANTfiI, APPROVED BY A QUALIFIED GEOTECHINICAL ENGINEER TO INSURE COMPLIANCE WITH THE REQUIREMENTS. ALKALIS OR ORGANIC MATERIALS. DEFT, DEPARTMENT RAD(R) RADIUS I. SIDE OF FOUNDATION MAY 15E POURED AGAINST STABLE EARTH (U.O.N.) S. REFER TO ARCHITECTURAL DRAWINGS FOR MOLDS, GROOVES, DF DOUGLAS FR RC.P. REINFORCED CONCRETE PIPE 8. METHOD OF SUPPORTING REINFORCING PIPE SLEEVES MUST ORNAMENTS, CLIPS OR GROUNDS REQUIRED TO BE CAST INTO CONCRETE AND DIA, DIAMETER REF, RTERENCE BE APPROVED BY THE STRUCTURAL ENGINEER. FOR EXTENT OF DEPRESSIONS, CURBS, AND RAMPS. DIAPH. DIAPHRAGM RF. RIGID FRAME S. CONTRACTOR SHALL PROTECT ALL UTILITY LINES, ETC., 10. DOWELS BETWEEN FOOTINGS AND WALLS SHALL BE THE SAME SIZE, GRADE AND SPACING AS VERTICAL WALL REINFORCING. (U.O.N.), DIM DIMENSION FEW O' REIIJ'ORCEMETIT(IN s) ENCOUNTERED DURING EXCAVATION AND BACKFILLING. 10. CONTRACTOR TO BRACE OR PROTECT FROM LATERAL LOADS ALL ON. DOWN READ REQUIRED RETAINING WALLS UNTIL ATTACHING FLOORS OR SLABS ARE COMPLETELY 11. SLUMPS: THE MAXIMUM SLUMP SHALL NOT EXCEED 4" FOR FOOTINGS, 60 DITTO(REPEAT) R0, ROUGH OPENING IN PLACE AND HAVE ATTAINED FULL STRENGTROR SHEATHED. SLABS ON EARTH AND MASS CONCRETE AND 5' FOR OTHER CONCRETE. DP. DEEP SCH. SCHEDULE DURING TEMPERATURES ABOVE 80 f, MAXIMUM OF 6' SLUMP 16 PERMISSIBLE DWG. DRAWINGS) SHT SHEET Rl. FOOTING 15ACKFILL AND UTILITY TRENCH BACKPILL WITHIN PROVIDED THE MIX DESIGN IS REVISED ACCORDINGLY BY THE TESTING p LABORATORY. MEASURE SLUMP IN ACCORDANCE WITH OMETHOD OF TEST FOR Wl, DONELlB) SIM SIMILAR BUILDING AREA SHALL BE MECHANICALLY COMPACTED IN LAYERS TO THE APPROVAL OF THE GEOTECI4JICAL OR STRUCTURAL SLUMP• OF PORTLAND CEMENT CONCRETE ASTM GI43. SKW. SKEWED) ENGINEER FLOODING WILL NOT BE PERMITTED.(U.O.N.) EA, EACH VC. SPACE(SXNG) 12. ALL ANCHOR 80LTS AND HOLDOWNS SHALL BE TIED IN PLACE 12. NO SLEEVES OR CHASES SHALL BE PLACED IN BEAMS, SLABS OR WALLS E.F. EAST FACE SPEC. SPECIFICATIOJ(S) PRIOR TO FOUNDATION INSPECTION. EXCEPT AS SHOWN ON PLANS. CONTRACTOR SHALL OBTAIN PRIOR APPROVAL E.J. LE vATIOTIC AN JOINT SP-INSP. SPECIAL INSPECTION 9Q. SQUARE ON PLANS). BPECTIGN 13. ALL SILL PLATES lP.T.D.FJ WITH 1/2" � FOR INSTALLATION OF ANY ADDITIONAL SLEEVES OR CHASES. NO CONDUIT EL. ELEVATION x 12` AT 48` (U.O.N. SHALL. BE PLACED IN THE CONCRETE DECKING. TE TOPPING OVER STEEL DE STD. STANDARD ELEC. ELECTRICAL STD. 9TAGGER(ED) 14, FOR ADDITIONAL DIMENSIONS SEE ARCHITECTURAL DRAWINGS. 13. SLEEVE PLUMBING OPENINGS IN CONCRETE WALLS AND SLABS BEFORE ELEV. ELEVATION PLACING CONCRETE. BEND REINFORCEMENT AROUND SLEEVES, EMBO. E7`BEDIMEDR) STIF, STIFFFNER(S) E.N. EDGE NAIL STIR STIRRUPS) REINFORCING STEEL NOTES: 14. PROJECTING CORNERS OF SLABS, BEAMS, WALLS, COLUMNS, ETC. SHALL BE EN& ENGINEER STL STEEL 1. BAR REINFORCEMENT SHALL BE: GR 40• t SMALLER FORMED WITH A " CHAMFER EQ, EQUAL STRUC STRUCTURAL ASTM 4615 GIRL 60 • 45 t LARGER 15. CONTRACTOR SHALL SUBMIT MIX DESIGNS FOR REVIEW BEFORE 2. ALL RENFORCING TO BE WELDED SHALL BE ASTM A106. FABRICATION AND INSTALLATION. EQPT. EQUIPMENT 9USP. SUSPENDED(TlOrll WELDING OF REINFORCING STEEL SHALL BE IN 16. IN THE EVENT OF AN UNINTENTIONAL COLD JOINT, THE CONTRACTOR SHALL REMOVE EXP. EXPANSION 6". SYMMETRICAL ACCORDANCE WITH UBC STANDARD NO. 19 -2. WELDED WIRE FABRIC SHALL ALL LAITENCE AND DELITRIOUS MATERIAL TO PROVIDE A SOUND,CLEAN,ROUGH{ SURFACE AND CONFORM TO ASTM A185 AND SHALL BE LAPPED 12 INCHES MINIMUM. USE A BONDING AGENT THAT PRODUCES A HIGHER STRENGTH JOINT THAN THE CONCRETE USED FAB, FABRICATION T46 TOP AND BOTTOM E10XX ELECTRODES SHALL BE USED IN WELDING GRADE 40 REBAIR - PC + 25% MINIMUM. FDN. FOUNDATION TKs TONGUE AND CKDOVE E90XX ELECTRODES SHALL BE USED IN WELDING GRAPE 60 REBAR. FIN. FINISHED TQ`P TEMPERATURE 3. VERTICAL BARS IN WALLS SHALL BE ACCURATELY POSITIONED AT THE 11. CONCRETE COVER SHALL BE IN ACCORDANCE WITH SECTION 1.1 OF ACI 318. FLG. FLANGE CENTER OF WALL lU.O.N.) AND SHALL BE TIED IN POSITION AT TOP AND THICKNESS 18, DO NOT DISPLACE REBAR FROM THEIR INTENDED POSITIONS FLIT FLOOR BOTTOM AND AT INTERVALS PER CHAPTERS 19 AND 21 OF THE 1994 UBC. AS THIRD. THREADED 4. REINFORCING DETAILING AND PLACING SHALL BE IN ACCORDANCE WITH DURING CONCRETING. l,1 F.O.0 FACE OF CONCRETE TMPRY TEMPORARY FA FIELD (FACE NAIL) THE CONCRETE REINFORCNG STEEL INSTITUTE 'MANUAL OF STANDARD PRACTICE" LATEST EDITION. F.O.M. FACE OF MASONRY TN. TOE NAIL 5. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS, AND INSERTS SHALL FOA FACE OF STUD T.O.S. TOP OF SHEATHING BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. - F.O.K FACE OF WALL T.O1N TOP OF WALL 6. REINFORCING STEEL SHALL BE PROVIDED WITH THE FOLLOWING �'• - 7� lC 4/ Date S -� FPM. FRAME(ING) T.S. TOP OF STEEL AMOUNTS OF CONCRETE COVER: FOOTINGS (GONG. DEPOSITED AGAINST EARTH) .............3' RICHARD W. HpItO t "E 249 FT FS. FART(FE TYP. T YPICAL RSE CONK. SURFACE (FORMED) EXPOSED TO EARTH OR WEATHER License Expires 3 1/01 .(7 FOOTIFEET) TYP. FTG. FOOTING S6 THROUGH MS BARS : ............................... " U.O.N. UNLESS OTHERWISE S5 t SMALLER: ..... ..................... .................1 1/1' GA GAIY�E VERT.N) VERTICAL CONC. NOT EXPOSED TO EARTH OR WEATHER: GALV. GALANIZE(D) SLABS, WALLS t JOIST: GB GRADE BEAM W WIDE(WION) M4 t M8 BARS; ...................................................... ......... _1 1/2' W/ WITH MI BAR t SMALLER: ....... ............................. ....... ..... 3/4" '„ GLB GLUED LAMINATED BEAM WD. HOOD BEAMS, COLUMNS : GIRD. GRADE WP. WOW, PONT 1. CONTRACTOR SHALL SUBMIT REI EEL I SHOP DRAWINGS FOR GYPBD GYPSUM WALLBOARD WPJ. NEAKENED PLANE JOINT REVIEW BEFORE FABRICATION t INSTALLATION. W.S. WELDED STUDS) HD HOLD DOW WT. WEIGHT HRD. HEADER WWF WELDED WIRE FABRIC w4R HANGER HORIVI.1) HORIZONTAL X -STG EXTRA STRONG HSB HIGH STRENGTH BOLTS XX -STG DOUBLE EXTRA STRONG: HT. HEIGHT YD, YARD REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF RECOMMEND APP D GRADING PLANS FOR See Sheet 1 HORIZONTAL ` 4 Q F DATE: � � BY: C . BY: 5164 -G "- - - �. � •r / TTY NTT OCEAN VIEW VILLA5 VERTICAL R.C.E. NO.: 38249 DATE: L L9 -2 g DATE 0 - ec N 7b RICHARD W. HOBO EXP. 3/31/01 San Elijo Avenue, Cardiff SHEET 4 of 6 WORK PROJECT NO. it 13 RM U rvt^+ Of of - I I � _ _ E- x o � O 3 (N 3 13 I 11 14A x a ly L3 20 �. r' a h� � �i —oo t L7 13 cr \�� \� I o I I I I I ?� P o ovr of 2 PL ES 0 9 I j h r a l I ( 3 5 f x Port] iJ �C) 3 �o ° = arC��1 1 I lr��e1 J J J rJ r J J ri �r �1�1 3 � io �k L 1 0 ^^ of I 3 u i� 3 A •O.� x a Lo ti s + 108.0 La= x Ap LLI R o- o°� 2:1 Gut ape 90 S Z - - - -- - - - -- -- - -- - - -- - - -- — - - - - - -- - -- - -- - - - ---- - - ---- - -- - -- ---- -- ---- - - --- - ? 12`RLP - -_- -- - o —_ - __— _ -__ —_ _— 5.0 -_ —____ __ ------------ _ _ _ _ _ - - _f_ - -- -- Q I as 1 2 " RCP! P • • _ _ __ -j '- • � X O 3 y - 5. S G , PJG Priv Sewer Main PJG ivAte Sewer al ---- -- - - -- - - -- - -- — -- - - -- — -- - - - -- x "� � G ,. ° _ �`� Private Lateral Gieaaut LLi _ of P 2:1 Gut lope'o� F Future Service to 12, PM Letter on FINS w4EFr Gity I ( �I 1 I • � � � I `� 108.0 Landk� �Qv h q \� / • •+ i x 3 � (N �^ a e . , 12 x Of p 1 1 Z il aQ ,� Q I I �h� 90: �� r r _ P Q ��IJ - 13 � 1 � CE I -lr r J , N �� lr e1 r' 4 CD m 14 13 x 14A PLACE s I x n l�� our BALL of ° 9 0 t — 1 '� �9 4 Of `90. e k , S 6 Lo s �� 10.0 Pa sP s , 11 I. Pad �a� s ; i �•� , �° , �r 13 o 510 e for 5t s �, dS o r o o � ' 4 y 4 r Of �3 VE D 13.2 Pa DOWE Ms. T f TAMI BLDG W/ 2 -• TOP BOTT LU I I ° o ITYP AS BUIL �\�,� ° 10 ,5 pad 113 5 Pad m N D \, a H 3t cv U� c „ By Dote - 23-00 O RICHARD W. ROWTZ, 38249 Ii 13 License Exp 3/31/01 of W 3 pf N 11 .2 Pad ° I 0.0 Pa 11.5 Pad 118. Pad 3 H 3 u I � I I � 3 H 3 ; Exist g 5FR i R /tN , c,4 RIiN o Existing 5FR Exis ' , c , I REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE `' - ',2; AP ROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. S yr� � � �Jt64 "G EPARED ND SUPERMSION OF RECOMMENDED AP D GRADING PLANS FOR: DATE: eY: BY: See Sheet 1 HOR IZONTAL 9z ttt 3'82+19 � r% R.C.E. NO.: 38249 DATE: U19 A DATE: TY EN GINEIR OCEAN VIEW VILLA5 0 VERTICAL # � �( RICHARD w NOR EXP. !l!L WORT( PROJECT NO. Sm ElUo Avenue, Cardiff SHEET 5 of - - -- KE50UKCE DEYELOrMENT COKPOKATION JN97- 0176' LAP OUTSIDE 40 b BAR AROUND (24 ) ER (24T111V) TYPICAL & RETAINING WALL DETAILS BAR DIAL 4 3 8 1/2 5/8 3/4 8 I / 11 1/4 1 3/8 1 3J4 28/4 FOUNDATION WALL San ElUo Avenue, Cardiff 4 db e z € END INSIDE 6 ddip v BARS _ d VERTICALLY 30 LAP b IN GORE (I6' MIN. 1 NO PIPES THRU WHERE PIPES ARE MORE UP OR DOWN) a R db TYP. 3' -0' FOOTING R R THAN 36'BELOW BOTTOM R I F .NJ - �u (MIN.) > OF FTI FTG.MUST BE w Uj �ry PIPE TO CLEAR LOWERED SO THAT 36' db xx if MAXIS MAINTAINED. S (V) MIN. Q d SLEEVE T BY 11 € 90 BEND OFFSET HOOK - YP. (U.O — - ALL AROUND t TYPICAL TYPICAL =_ -- db. DIAMETER OF BAR CORNER _ _ _ _ NO PIPES TO PASS THRU R . 3d b FOR 0 2 TO 0 8 INTERIOR - - - - - GOLS.OR GOL.FTCaS.OR R 4d b UNDER COL. .F FOR 4 9 TO NI DOUBLE LAYER REINFORCING ^ CONC.FILL TO BE PLACED BEFORE FOOTING 30 d LAP IS POURED. MAKE SAME WIDTH AS FOOTING 9' 24 MIN.'S AND POUR FULL WIDTH OF PIPE TRENCH TYPICAL BAR BEND (MAX.) PIPE PEI@°ENDK%{LAR TO FOOTI PASSING UNDER PA UNDER FOOTWs 2' -0' MIN. 2' -0' MIN. 3' -0" 1' -6' w TRENCH 30 30 ° GONG. i 40°MAS. OR 40°MAS. 9 (MIN.) (MIN.) I n PIPE TO CLEAR JPL4N _ PI F SLEEVE BY 1/2MINAS SEE FOUNDATION t SECTIONS FOR ALL q p FOOTING SITE t REINF. I -- 11R DIA. OR 1 V2' MM. CL. FOR PARALLEL BARS 2 I NO DIGGING THR TYPICAL TYPICAL \ �� 1 I FOR PIPE TRENCH :::H � N QPI J P I E OOTNG RE TYPICAL SPLICE COMER INTERIOR �J � PARALLEL TO FTC. • � WITHIN THIS LINE SINGLE LAYER FENFORCING PIPE PARALLEL TO F00'1MG PIPE PASSIN THRU FDN WALL 1 TYP. REIN F. AT INTERSECTION OF C.M.U. WALLS P2 TYPICAL STEPPED FOOTING 3 TYPICAL DETAIL OF PIPING AT FOOTINGS AND FOUNDATION WALLS REINF. BARBENUZ SPLICE DETAIL OPTION 2 - 4 GOVT. - 12' SOLID GROUTED C.M.U. WALL (43 1� co W/ 0 5 6 32"(V) 4 * 4 • 24 (H) _ 2 - " 4 CONT. ��— 30' MIN. LAP, NO SPECIAL INSPECTION I 8' SOLID GROUTED I " SOLID GROUTED _ _ - I_I I 1 111 I I _ � 8 � C.M.U. WALL W/ �Jl 2 4 CONT. I _ . • II 5 2 t C.M.U. WALL W/ 2 -« 4 CONT. „ 3 (V) HEIGHT A B C L " 5 0 24" (v) < - • 4.24' (H) 0 I •4 e 24" lHJ 8" SOLID GROUTED 3' -0" TO 6' -0" 2' -6' b" "4 0 24" 4' -0' C.M.U. WALL W/ 0 2" CLR. NOT)_ 2' CLR 5 32 (V) 4 - y p 0' TO •4 0 24' (H) I X AS RET. HT. REDUCES, 8' SOLID GROUTED - I -I II =III -III -I 2' -6" Q REDUCE FROM BASE 4 X C.M.U. WALL W/ I .o _1IIr :777 NOTE I W.P. PER MAINTAIN 31" MIN. OF I •5 0 32" (v) 4 1 I II=1 ARCH. UNBLOCK ABOVE 4' -8' I - • 4 ® 24" (H) ^ 61 �' 4 CONT. AS RET. HT. REDUCES, ` RETAINING REDUCE FROM BASE 4 I °' MAINTAIN 32" MIN. OF I "' 12' BLOCK ABOVE 4' -8' I HEIGHT A 8 C L I 2 - 4 CONT. RETAINING — I 8' -0° TO 4' - ®" 24' • 5 0 li' S' -b' I W.P. PER 10' -0" io 2 - ' 4 CONT. (0 TO 3, -0" 12" • 5 0 32 4' -6' 2 CLPI 1 II IP 4' -0" TO 12" SOLID GROUTED III II�I- III ='' "I — II j ill II 2 6' - 0" 2' -0" - - 3' -6" C.M.U. WALL W/ 2 - 4 CONT. II i 6 TO - - I • b 0 8" (V) 4 14 -11 STEP FTC. PER _ I-on W.P. PER I 4 -0 SEE 11 OR r13 ARCH. A @ 214" CLR 0 •4 CONT. Q I @ 2 CLR 4 ( ©C 2 -• 4 C ONT. 8" SOLID GROUTED 0 M Q Q 2 CLR z I C.M.U. WALL W/ 8" SOLID GROUTED ' • 5 0 32' (V) t C.M.U. WALL W/ 2 GLR "v @ p 4 24' (H) 14 X • 5 0 32; (v) t `� I z t>< a ( b" 0 12' WALL 0 a0 2 -• - 4 0 24 (H) I ( Ll 10" 0 8 WALL 4 CONT. Fi I I 1 =1 I � � M I z =111 1 I =1 I_11�(- 2' GLR. • DRAIN TO SSKYLEE I " I �j I ;� �il I 12 SOLID GROUTED I F 12" SOLID GROUTED ( ' ^ C.M.U. WALL W/ �r U C.M.U. WALL W/ 8' SOLID GROUTED BACKFILL PER SOILS I 10' Q U • b 0 8 (V) t • 5 0 8" (V) t I ,- s 4 CONT. C.M.U. WALL W/ p z "4 0 24" (H) b" z "4 0 24" (H) U - • 5 IN 32' (V) 4 A Q IL z ( JUL X • 4 0 24" (H) m_ 6l A u z A Q A @ NQ I DTI II II II II II 1 II � TI - - - - <t U I -� ->�_ - �_ III I II I �I� -_,II III i� l llrl 11 -III -I h I I1 =11 -1II- 0 LAP W/ WAL v) — �� - - 1111= 111= 11�ll1 =1ll= RE III. b 2- 0 2 - 4 CONT. m • 4 CONT, 9 2 - 4 CONT. ® ARCH - - - - - - - c AS BUILT I - r= ITI - -= 5 0 Ib" " 5 0 16 " -1I1 Ell - �= ICI= 1I1 =1II I1= - „ - r= II— -n U Date .00 4 CONT. H I v CLRITI I ' -I I I I I I I- • 3 C 7 ( 111 I I 11� 1 - til CLIP, C _ 3" . • b ®8` W/ m U 3 CLR • 4 GONT I I- 111 =� =1 I I1_I "` 40" MIN. LAP ih t I I I� I I� I I I� 1 4 CONT, 0 WALL (V) REi B F y. S -23 — - 2 - 4 CONT. 2 -" 4 CONT, RICHARD W. HOROWITZ,'RCE 38249 li b" b° 5' -0" 1'_0" 6' • 4 CONT License Expird� 3/31/01 0 L 1 ._ 0 . b . - 11 - 1 " 4 CONT. - L 1� 1� P13 b' -b° in � U 3'_0" REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE ``S <©.., APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. AS PLANS PREPARED ND SUPERVISION OF RECOMMENDED APPf�y�D , a GRADING PLANS FOR: bo See Sheet 1 HORIZONTAL ` DATE' G ' 9Y. BY: U"J9v LLAS VERTICAL x+49 t 1 � LetuL R.C.E. NO.: 38249 DATE G -24�9X DATE N n o� O CEAN VIEW YI 5164 -G RICHARD W HOR YN EXP. 3/31 /Ot San Up Avenue, Cardiff WORK PROJECT NO. SHEET G OF KE50UKCE DEVELOPMENT COKPOKATION JN97 -0178