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■ ■ ! ■ ! ! ■ ! ■ ! ! ■ ! ! ! ■ ! ! ! ! ! ■ ■ ■ ! ■t CITY OF NCINITAS ! E COMMUNITY SERVICES DEPARTMENT LANDSCAPE ARCHUECTURE PLANNING ■ rl 637 Arden Drive,Encinitas, CA,92024 (760) 944-8463 ! ■ ■ ■ ■ ! ! ■ ■ ! ■ ! ! ■ ■ ■ ! ! ■ ! ! ■ ! ! ■ ■ ! ! ■ ■ T ! ■ ■ ! ■ ■ ! I ! ■ ■ ■ ■ ■ ! ! SHEET INDEX: PROJECT LOCATION : ! T-1 TITLE SHEET ! ■ ■ ■ ! ■ ■ D-1 EXISTING CONDITIONS DEMOLITION PLAN S-1 STREET IMPROVEMENTS G-1 GRADING PLAN NOTES ■ ■ ■ ! ■ ! ■ G-2 GRADING PLAN ■ G-3 EROSION CONTROL PLAN ■ ■ ■ ■ ■ ■ C-1 CONSTRUCTION PLAN I-5 C-2 CONSTRUCTION DETAILS ! ' ■ ! ! ■ ! ■ C-3 CONSTRUCTION DETAILS , ■ ■ ■ ■ ■ ■ ■ C-4 CONSTRUCTION DETAILS NORTH I-1 IRRIGATION PLAN ?A SANTA FE DRIVE ■ I-2 IRRIGATION DETAILS L-1 PLANTING PLAN rRO,rECT siT ■ ■ ! ! ■ ! ' L-2 PLANTING DETAILS • ! ! ■ ■ ■ ■ ■ ■ ■ ■ ■ ! ■ PROJECT TEAM : APPRQVALS . ! ■ ! LANDSCAPE ARCHITECT: /z�1 ■ ■ ■ ■ ■ ■ ■ PELA DATE 637 ARDEN DRIVE ■ ■ ! ■ ■ ■ ■ ENCINITAS, CA. 92024 ?-28-Q8 DATE ■ ■ ■ ■ ■ ■ ■ CONTACT: MIKE ELLIOTT (760) 944-8463 ■ CIVIL ENGINEER: DATE ■ ! ! ■ ■ ! ! SAN DIEGUITO ENGINEERING, INC. cl----- -C - 4407 MANCHESTER AVENUE, SUTIE 105 DATE ■ . ■ ■ , ! ■ ■ ENCINITAS, CA. 92024 7j?'01 98 ! ■ ■ ! ■ ■ ! CONTACT: IVAN FOX (760) 753-5525 DATE TITLE ! ■ ! ! ! ■ GEOTECHNICAL ENGINEER: = SHEET GEOPACIFICA GEOTECHNICAL CONSULTANTS ■ ■ ■ ! ■ ■ ! 3060 INDUSTRY STREET, SUITE 105 ! ! ! ■ : ■ ! ! OCEANSIDE, CA 92054 _ DRAWL MGE CONTACT: JAMES KNOWLTON (760) 721-5488 ■ ■ ■ ■ ■ ! CHECKED MGE Co ! ! ! ! r^ DATE IVLY 1998 PELA cAEn6nitos\,i STREET PARK\T-1 .dwg dei! camp 7/12 98 SHEET 1 OF 1 S ■ ■ ■ ■ ■ ! ■ ■ ■ ■ ! ■ ■ ! ! ■ ■ ! ! ■ ! ■ ■ ■ ! t ■ ■ ■ i 561 DEMOLITION NOTES : LEGEND : Og O CONTRACTOR SHALL REMOVE & SALVAGE EXISTING CITY CONTRACTOR SHALL SAWCUT EXISTING ASPHALT PAVING @ 1 CONTRACTOR SHALL REMOVE & DISPOSE OF EXISTING SIGNAGE W/ (WHERE OCCURS) POSTS & TURN OVER TO LOCATION SHOWN FOR REMOVAL PER NOTE 16. ASPHALT & ASPHALT CURB AS REQUIRED TO ALLOW INSTALLATION OF NEW ASPHALT @ GRADES REQUIRED BY CITY REPRESENTATIVE. DELIVER TO CITY YARD, LOCATION @9 EXISTING CONCRETE CURB, GUTTER & SIDEWALK SHALL GRADING PLAN. x CONTRACTOR SHALL REMOVE & DISPOSE OF EXISTING TO BE DETERMINED (WITHIN 2 MILES OF SITE). REMAIN. PROTECT IN PLACE. ASPHALT & ASPHALT CURB �2 CONTRACTOR SHALL REMOVE & DISPOSE OF EXISTING 10 EXISTING CHAIN LINK FENCE & GATES SHALL REMAIN. PLACE.EXISTING CONCRETE PAVING SHALL REMAIN. PROTECT IN TIMBER RETAINING WALL & PIERS. PROTECT IN PLACE. 18 CONTRACTOR SHALL REMOVE & DISPOSE OF METAL PIPE. O3 CONTRACTOR SHALL REMOVE & DISPOSE OF EXISTING 11 EXISTING TUBULAR STEEL GATE, FENCE & RETAINING WALLS - TIMBER STEPS. SHALL REMAIN. PROTECT IN PLACE. 19 EXISTING WATER LINE & VALVES TO REMAIN. PROTECT IN ® CONTRACTOR SHALL REMOVE & DISPOSE OF EXISTING @ EXISTING POWER POLE & GUY WIRE (WHERE OCCURS) PLACE. LANDSCAPE ARCHPFECTURI PLANNING TIMBERS, PIERS, & RAILINGS. SHALL REMAIN. PROTECT IN PLACE. �0 EXISTING SEWER LINE & MANHOLES 'TO REMAIN. PROTECT 5 CONTRACTOR SHALL REMOVE & SALVAGE EXISTING TRASH IN PLACE. 637 Arden Drive,Encinitas, CA, 92024 SEE STREET IMPROVEMENT PLANS FOR DEMOLITION WORK (760) 944-8463 RECEPTACLE & TURN OVER TO CITY REPRESENTATIVE. DELIVER TO CITY YARD, LOCATION TO BE DETERMINED ASSOCIATED W/ INSTALLATION OF NEW CURB, GUTTER & �1 EXISTING CHAIN LINK GATE TO REMAIN. PROTECT IN ASPHALT @ STREET. PLACE. (WITHIN 2 MILES OF SITE). © CONTRACTOR SHALL REMOVE & DISPOSE OF CONCRETE @ 14 CONTRACTOR SHALL REMOVE & DISPOSE OF EXISTING A BASE OF EXISTING RETAINING WALL. SHRUBS/TREES. tc ' o j}, O CONTRACTOR SHALL REMOVE & DISPOSE OF EXISTING 15 PLACE. NG ASPHALT PAVING SHALL REMAIN. PROTECT IN Encinitas TUBULAR STEEL FENCE. Community r , � gery . l ces e artment EXISTING WATER LINE IS SHALLOW IN THIS AREAI{ (APPROXIMATELY 2'-3" TO TOP ` ', ' OF PIPE). EXTREME CARE I; SHALL BE TAKEN IF i , OVER-EXCAVATION IS REQUIRE', CONTACT SAN DIEGUITO WATER"',, ', } 17 ` DISTRICT @ (760) 633-27A I, 40, i t AT LEAST 48 HOURS PRIOR- TO`f i i 1 I STARTING WORK IN THIS AREAII cn .t rE 15 •� .t t i t 1 : i R Q " ' m� v 't 14 rr 16 2 g 4` ; r r 1 6 `ti - i ( - 1 I t �f -;%,,_.., 2 i, }} 8 o,- EXISI�ING ST R r I 7 ttt i 'f I i ri 4 i ; 4 i, 2 ?t:o t `t t p Rgg¢¢'ppq g^, gD'g NO DATE BY RE fit S EXISTING CONDITIONS 0 DEMOLITION V1 NORTH PLAN Ji o f U) I a T RA)A MGE t (_n ` t j i j OF CHECKED MGE I DATE JULY 1998 PELA c: \Encinitos\,J STREET PARK\D-1 .dwg dell comr, 7/1f +98 Scale: 1 " 10' _ pit SHEET` 1 OF 1 _ 5610=1 .................................................... ........................................ ....... ........................ ........................... ....................... .... .... ............................................................. ........... ------------------------------------------------------- -----------------------------------------------------------*""--,*...... ------------- ------------------- --------------------------------------------------------------------- GENERAL IMPROVEMENT NOTES WORK TO BE DONE —---------------------- ........ --------------------------------------_ .............................................................. PROFILE ......... ........ ....................... ...................................................___............ ............. .... ..................... .......................................... ........... ..............I.,.............................. ...... ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS ........ 1. A PERMIT SHALL BE OBTAINED FROM THE ENCINITAS ENGINEERING FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD ............ ...... ................ DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHT-OF-WAY. SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS SCALES: HORZ. 1 20# ----------------------------------................... ...................... ...... ............. ....... ------- ..............____...... ........... CONSTUCTION (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), VERT. 1 4* ............. .......... .............................................. 2- THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS (LATEST EDITION), .......................... ............__............-----------_ ....... ........................................ .............................................. ..... .................................... ...... OF: ENCINITAS PUBLIC ROAD STANDARDS. R-VALUE TESTS ........ ............................. ........ ........... .......... ........ SHALL BE REQUIRED PRIOR TO CONSTRUCTION. ............__....... ......... ------- ........................ .................................... ...........................------.................. . ....... ...........................------------- .................. 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT LEGEND ........................ CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE ...... ......... PROJECT BOUNDARY. ...... OL ................................--------- ....... ------........... ........ ......... .......... ...................... SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT-OF-WAY ITEM RSD SYMB QUANTI .......................... ------........... ................................ ...................... CONSTRUCTION OF BERM, CURB, CROSS-GUTTER AND PAVING. ........... ........ -.......__............... 5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND ................. ............................................. --------......................................... ----------_............------- ..... ..........------------ -............... ......... .......................____............1-.-............- -------------_................................ ........... FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH PROPERTY LINE OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, CENTERLINE ......... ------- ...... THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON ............ ............................................................_....... ........ ..........------ .............I......... .................. -CONSTRUCT.....7-7.4V....N_W---CURBj--GUTTE-R- . ..... ...................... THESE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE EXISTING CONTOURS 58 ............ ...... .......... ................ .................... ....... ...........................__.___ ...... NON-CONTIGUOUS SIDEWALK ....... PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING FACILITY ............ ....................................................... SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT 54 gS --------- ...... ............................ ........I.................. ............... SHOWN ON THESE PLANS. PROPOSED GRADE ................ ........ ...... .......... ......... ....... ...... .......................---. r- S. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK EXISTING GRADE w w 4m 00 TO, BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR ........................ ------ .-_._......w 9 %*— cri TO CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE .................. ------ ....... . ......... 6m CURB AND GUTTER G-2 ................. ...................................................... EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND ------ 77.5 LF ....................................... ....................----------- ............ ........ ...... ................................. ............................................................................. .......... --------- FACILITIES SUFFICIENTLY PRIOR TO CONSTRUCTION TO PERMIT ..... . REVISIONS TO PLANS, IF NECESSARY, BECAUSE OF ACTUAL c*4 ul) LOCATION OF EXISTING FACILITIES. ......... z CID JC-4 ---—------------- ................_.....__._........ ........................... .I——............ ......... -------_ ----------....... NON-CONTIGUOUS SIDEWALK G-7 ............................. ..........................1........ .........................................................I—............................ ....... -_--------- z ----------------------- ................1 7,;,".'.7".. 7 ,`77 ------- ........................ ........ 7. THE CONTRACTOR SHALL NOTIFY SAN DIEGO GAS AND ELECTRIC -----------------------------............... ------- z 00 387 SF .......... ........................................ . ............ co (n 8 d w c) ...................4<___............_.__..___..+1m------- COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES, ....JIM 00 T.............. ............ AND SHALL COORDINATE THEIR WORK WITH COMPANY ..........to 0 p . 0 ..-._.._."_..u.. REPRESENTATIVES. AC PAVING (REMOVE AND REPLACE) 155 SF ................... ....... ............ ............................ ......... ...... ------ -------........ ........ .................... U...._.__._.__ ........... ............ .............. ...Ig -- ----------------------- ------- 3.oS% + .... ........ ............................................ ............................. 00 00 NOTICE (UNDERGROUND NOTE): FOR LOCATION OF ELECTRICAL FACILITIES, .............. .................... ...... + 0 ...... GAS PIPING AND APPURTENANCES CONTACT THE SAN DIEGO PEDESTRIAN RAMP G-31 t— 2 EA ...................................... ........... GAS AND ELECTRIC COMPANY. .......... .............. ..................... ......................................................................................... 33 90 TELEPHONE: 1-800-422-4133 ---------- -Tno. rw ------- r_.._.___. ....................... . . . . . .....Top.,"Or 8. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY --_-------- ............... --------- ........ --------- ------—-------_------ _.____.__EXIST_CU.R8............ PRIOR To STARTING WORK NEAR COMPANY FACILITIES, AND SHALL ......__.................... ................. ....................... ........ ........ ------......................... ................................ ..................... ....................._................ .............................................. COORDINATE THEIR WORK WITH COMPANY REPRESENTATIVES. ............. ........... .........._____...........TOP....OF- - --------............._. ............ .............."....... ........... .................................................... ...... NOTICE (UNDERGROUND NOTE): FOR LOCATION OF FACILITIES AND DECLARATION OF RESPONSIBLE CHARGE TELEPHONE: 1-800-422-4133 ........ ............ ....... ......I.................. .................�__._............................. ..................... ......_.........._._ .__'____._............ .................. ............. ............ APPURTENANCES CONTACT THE PACIFlC TELEPHONE COMPANY. I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS ----------------- ............... ......................................................... ........ ------- ------ PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE .......... ..... ...... ---------.....................__...................... ....... 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER To DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE ----------------- .............................................................. ..........___.1........................------------------ .... ...__.._.___._-- ----- ...... ........................ CONTACT THE UTILITY AGENCIES, ADVISE THEM OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS PR I OPOSED IMPROVEMENTS AND BEAR THE COST OF RELOCATIONS, CONSISTENT WITH CURRENT STANDARDS. ............................................ .................. ..................................................... .......... IF NEEDED. I UNDERSTAND THAT THE CHECK OF THE PROJECT DRAWINGS AND 80 10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A 9+00 10+00 1 "UNDERGROUND INSTALLATIONS". FOR LOCATION OF CABLES REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OR WORK, 11+00 AND APPURTENANCES CONTACT I DIMENSION CABLE. OF MY RESPONSIBILITIES FOR PROJECT DESIGN. ct TELEPHONE: 1- 800-422-4133 BY-4;:::�64" lei 14'�we -1 - 40' 4W 11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE R. Ox DATE:- 15, 25' 40 SHOWN ON THE SOURCES" IMPROVEMENT DRAWINGS. ALL IVAN R F 25' lo' 5' SOURCES SHALL BE LOCATED WITHIN THE DEDICATED RIGHT-OF- RCE:.141/44 EXP: .3-3/-&/ EXISTING J STREET WAY, OR WITHIN EASEMENTS DEDICATED TO THE CITY OF I ENCINITAS. 13 AC APPROX. LOC ENGINEER OF WORK NOTE EXIST. WATER L 12. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE PRIOR TO USING THESE PLANS FOR ANY CONTRACTUAL OR WORK RELOCATED OUTSIDE THE AREAS To BE PAVED. n PURPOSE, THE ENGINEER OF WORK MUST BE CONTACTED IN WRITING FOR - "_ I - .t'. THEIR CURRENT WORK AND SAFETY REQUIREMENTS AND GENERAL WORK CONCRETE SIDEWALK 4% -------- 13. ALL LUMINARIES SHALL PROVIDE TRUE 90 DEGREE CUTOFF, AND ALLOW NO ESCAPE OF LIGHT ABOVE THE HORIZONTAL. 0 NOTES WHICH MAY: BE MORE RESTRICTIVE THAN THOSE SHOWN HEREON; PER (RSD G-7) AFFECT THE WORK; AFFECT THE COST OF THE WORK. cc wo 14- *S 6" TYPE G CURB AND THE CONTRACTOR SHALL REQUEST FROM THE CITY ENGINEER GUTTER (RSD G-2) A 3RD REET OFFICE A PRE-CONSTRUCTION MEETING, AND SHALL EXIST. CURB 15. PROVIDE AT LEAST 48 HOURS NOTICE FOR SAID MEETING. 15. THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER A.B. UNDER CURB AND GUTTER EXIST. SIDEWALK 9+00 9 zic+00 10+50 LATERAL AND WATER SERVICE BY CHISELING THE LETTERS OW IER'S STATEMENT An SAWCUT AND REPLACE EXIST AC nB OVERLAY EXISTING PAVEMENT 111-f *S" AND AT 2' FROM PROPOSED GUTTER R_ RESPECTIVELY, 2 INCHES HIGH INTO THE FACE OF THE CURB. IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO AS NECESSARY TO PROVIDE 3t IST EP FOR SMOOTH TANSITION SMOOTH TANSITION w THESE PLANS. a MOVE AND C& 16. THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A in- .1 EPLAC AC b MANNER AND LOCATION APPROVED BY THE INSPECTOR. TYPICAL SECTION 3RD STREET i-N IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A NOT-TO-SCALE `r J REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLAS WHICH ENGINEER z ARE NECESSARY AND DESIRABLE FOR THE THE CITY PROPER COMPLETION DETERMINES OF IMPROVEMENTS. E CONSTRUCTION NOTES: POLE I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENT SHOWN ON 70- THESE PLANS WITHIN THE EXISTING CITY RIGHT-OF-WAY WITHIN 60 z 14 DAYS AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE 0 CONTRACTOR TO SAW CUT AND REMOVE EXISTING CURB SUCH WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL GUTTER AND SIDEWALK FROM STA 9+61.37 TO STA 10+38.82 5 SITE COMPLETED. IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK .......... Ld (2) CONTRACTOR TO SAW CUT AND REMOVE EXISTING AC PAVEMENT IN, ASSOCIATED WITH THE PROJECT OR UNDER MY CONTROL. Li AT 2' FROM EDGE OF PROPOSED GUTTER AND REPLACE. AR HITEC S PLAN z (5) CONSTRUCT CURB GUTTER AND SIDEWALK AS SHOWN F R G CRETE PATT J ST FROM STA 9+61.37 TO STA 10+38.82. NEW WORK TO MATCH OWN EXISTING IMPROVEMENTS. j) AS4 142 �l - 0 ER: _DATE2_ CONTRACTOR TO OVERLAY PAVEMENT JOINT AS NECESSARY EXIST. TIE NAP A04 K ST SANTA FIE DR. CITY OF ENCINITAS z TO PROVIDE A SMOOTH TRANSITION. A A 1114 3 15:1101, ADDRESS: 505 S. VULCAN AVE. LLJ L0 INSTALL TWO PEDSTRIAN RAMPS AS INDICATED ON PLAN VIEW. ENCINITAS, CALIFORNIA 92024 IN STREET STATIONING ASSUMED AS 10+00 3RD STREET AT C/L 0 U-) INTERSECTION OF J STREET. 00, TELEPHONE: (760) 633-2600 Lo ASSESSOR'S PARCEL NUMBER: N/A I SAN DIEGUITO ENGINEERING, INC. SAN DIEGUITO WATER DISTRICT Lo PLANS REVIEWED AND APPROVED BY. , SCALE: 1" 20' 4407 MANCHESTER, SUITE 105 a V 000ft% ENCINITAS, CA 92024 ENCINITAS ;op $I AS BUILT 0 PHONE: (760) 753-5525 APPROVED BY:- Oz> to z co 20 VICINITY MAP NO. 3BI44 < co CIVIL ENGINEERING • PLANNING 0 20 40 60 NCIT-TO-SCALE EKP. 3-31-97 BY: LAND SURVEYING DATE: '712'o'/of S GRAPHIC SCALE A clv%\_ DATE or ckk.\l RCE: EXP: REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK UT 11 SCALE ENCINITAS FIRE PROTECTION DISTRICT N tfT C _10 i I NRC91IF APPROVALS IR N DESCRIPTION: STANDARD BRASS CAP ON STEEL CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO $n STAMPED BM L-1906 PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED 0 LOCATION: THIRD AND E ST ON SCHOOL SITE HORIZONTALj:t20' DATE: 7-0 IMPROVEMENT PLANS FOR: �j lellf, -m:m RECORD FROM: R.C.E. NO. :38144 BY. BY. ur) (=) ff 47 3RD STREET AT J STREET 5610 . 1 --T—IELEV-. 91.79� DATUM: use & GS "CAL DATE IVAN R. FOX 4462-IIA SCALE: 1 m-20, DATE: 7-2-98 EXP. DATE: 1-7--t-476 SHEET St OF L', SDE 4462 3/0114 V� GRADING NOTES : A. GENERAL OPINION OP EARTHWORK,1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE 0 SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE CUBIC YARDS OF CUT: 240 C.Y. (RAW) STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE CUBIC YARDS OF FILL: 170 C.Y. (RAW) DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES THE OPINION OF EARTHWORK QUANTITIES SHOWN ABOVE ARE UNADJUSTED GROSS HAVE BEEN INSTALLED. VOLUMES AND DO NOT INCLUDE THE EFFECTS OF SCARIFYING, OVER EXCAVATION, 2. THE SOILS REPORT TITLED 'GEOTECHNICAL EVALUATION "J" STREET PARK AND OVERLOOK' RECOMPACTION, SHRINKAGE, SUBSIDENCE OR OTHER FACTORS AND ARE SUBJECT OT PREPARED BY GEOPACIFICA GEOTECHNICAL CONSULTANTS DATED JULY 6, 1997 SHALL BE 3• ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE FIELD CONDITIONS THAT MAY BE SPECIFIED IN THE PRELIMINARY SOILS REPORT AND ARE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND FOR REFERENCE AND FEE PURPOSES ONLY. ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE REPORT. UPON WHICH THE FILL IS TO BE PLACED, LOOSE FILL AND ALLUVIAL SOILS SHALL BE THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE METHODS, TECHNIQUES AND PROCEDURES WITH REGARD TO GRADING, CONSEQUENTLY, 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION AND SCARIFIED TO A DEPTH OF 6" AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. THE CIVIL ENGINEER ASSUMES NO RESPONSIBILITY FOR FINAL EARTHWORK QUANTITIES, TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT-OF-WAYS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. THE CONTRACTOR SHALL PREPARE HIS OWN ESTIMATES OF EARTHWORK FOR THE WITH IMPROVEMENT PLANS. PURPOSES OF BIDDING, CONTRACT AND CONSTRUCTION. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF-SITE GRADING. 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE GRADING, TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING 6. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH ORDINANCE. ENVIRONMENTAL DATA ,IS DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR, 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 STEEPEST EXISTING NATURAL SLOPE ON-SITE = 1-1/2 : 1 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF = STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. ANY SUCH MATERIAL. MAXIMUM VERTICAL DEPTH OF CUT 3' 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) MILE OF A STRUCTURE MAXIMUM VERICAL DEPTH OF FILL = 3' FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. D. EROSION CONTROL AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. AVERAGE DEPTH OF CUT = 240 C.Y. X 27/8720 S.F. = .74, 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS BEEN 1 IN CASE EMERGENCY WORK IS REQUIRED, CONTACT PHIL COTTON AT (760} 714-1046 . AVERAGE DEPTH OF FILL = 170 C.Y. X 27/5463 S.F. = .84. HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL k SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ' SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING i (760) 633-2770. ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRICTION 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL SITE WITHIN THIS PROJECT, THE CONTRACTOR SHALL SUBMIT TO AND RECEIVE APPROVAL OF THE ENGINEERING INSPECTOR. FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE CONTRACTOR SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE 4- THE CONTRACTOR SHALL RESTORE ALL ERASION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO RAINFALL. OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE FINAL GRADING APPROVAL AND/OR FINAL RELEASE OF SECURITY, AN AS-GRADED 5, THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE r�, ND STABILITY OF THE SITE. CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. --- REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATION OR HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. DATE: PLAN OR AS SHOWN ON THE ATTACHED AS-GRADED PLAN". THIS STATEMENT SHALL BE SIGNATURE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS GRADING OPERATION. TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A T HAZARDOUS CONDITION. DECLARA SON OF RESPONSIBLE CHARGE I B. NOTIFICATIONS 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL I HEREBY DECLARE THAT 1 AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I BE INCORPORATED HEREON. HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED 1• THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO CONSISTENT WITH CURRENT STANDARDS. THE BEST OF OUR KNOWLEDGE THERE ARE NO EXITING UTILITIES EXCEPT AS SHOWN ON 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. THESE PLANS, HOWEVER THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE NITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT RE ENGINEER CITY OF ENCINITAS WORK, MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK 9• ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH �QR S1Q SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY OF MY RESPONSIBILITIES FOR PROJECT DESIGN. 0�' N OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. R. 'Y LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK; (NAME, ADDRESS & TELEPHONE NO. OF ENG NEER OF WORK) �� >>� a• SEWERS - ENCINITAS SANITARY DISTRICT (760) 633-27$0 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE BY: /`'�"T /C • iy7 DATE: 71.5 8 �, z OF GRADED SLOPES (90%) COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE a C 4 4 m Z rro b. GAS & ELECTRIC - SDG&E (800) 422-4133 STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35,023 OF RCE NO. � �� d✓ zo Z THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA EXP. DATE: 3� C. WATER - SAN DIEGUITO WATER DISTRICT (760) 633-2709 DEPARTMENT OF CONSERVATION. ;PI CiViL \* SOILS ENGINEER'S CERTIFICATE 9TFOF CAL1,E IL d• TELEPHONE - PACIFIC BELL ($00) 422-4733 l , � I. Jwn•��K�!W�S°'� A REGISTERED CIVIL ENGINEER IN THE STATE 0 G7KCIFORNIA, e• CABLE TV - DIMENSION CABLE (800) 422-4133 PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY W CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS 2• CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES &L*p1 0*& F- BEGINNING ANY WORK ON THIS PROJECT. PHONE (760) 633-2740. ------- ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS V STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY W 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT �.. (760) 633-27 THE RECOMMENDATIONS INCLUDE IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN SUBJECT TO REJECTION AND REMOVAL.ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE = INCORPORATED IN THE G ADI LANS AND SPECIFICATIONS. V C. GRADING = 4�B Dpi �` �5 F.K f Q SIGNED: _ a.:. FESSI .��F1ED C,F ` Q' 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS ENGINEER OR ------ F• K !l �v NOfI y �""" ul RCE NO.: $S7S � $ � Q ,� � �. UNDER HIS DIRECTION. HE SHALL OBSERVE AND TEST THE EXCAVATION AND EXP. DATE: / 6J ' m 0.m64 ....� -OAL------ COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL * ' � �_ W DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING Q OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR @!M!V ��F Q UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND CAi1F0 Z � ` z EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS ti AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED w USE. � a c� A -�C 3E p4 z SAN DIEGUITO WATER DISTRICT "AS-BUILT" = PLANS REVIEWED AND APPROVED BY: V LANDSCAPE ARCHIT BY:ECTURE \ DATE: PLANNING APPROVED BY: �1-�—� Q _—. Lu Q 637 Arden Drive,Encinitas,CA,92024 DATE: (76 0)944-8463 _ZIZ CMS RCE: EXP: V O 4 � REVISIONS APPROVE DATE REFERENCES DATE BENCH MARK SCALE ENCINITAS FIRE PROTECTION DISTRIT SIGNED BY D BY HECKED BY APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. a DESCRIPTION: ANS.PREPARED UNDER THE SUPS VIS ON OF RECOMMENDED APPROVED IMPROVEMENT PLANS FOR: V Z LOCATION: HORIZONTAL /� DATE: 7/S .1d BY: ° R.C,E. N°.°3� BY: BY: ,8 'J' STREET PARK & OVERLOOK 561 Q-1 Zo RECORD FROM: VERTICAL DATE (NAME) EXP. 3/ �/ DATE. g GRADING PLAN NOTES g a ELI'eV: DATUM: SHEET'G-1 OF 3 PELA c:\EnCinita9\J STREET PARK\G-1 .darg dell comp 7/12/98 �y ® CONTRACTOR SHALL INSTALL CATCH BASIN PER DETAIL 'B', LEGENDISI CONSTRUCTION NOTES . SHEET C-3. g TOP OF WALL CAP SHALL MEET FLUSH & JOIN W/ (TC) EXISTING GRADE ------ 4" DIAMETER DRAIN PIPE (SCH, 40 PVC) (1 MEET & MATCH CONCRETE WALK W/ BACK OF PARKWAY CONCRETE WALK FINISH SURFACE (FS 97.20'). WALK. TIC TOP CURB n IN DAYLIGHT LINE (LIMITS OF GRADING) 10 MIRROR TOP OF WALL ELEVATIONS ON SOUTH CURVED O2 NEW ASPHALT PAVING SHALL MEET & MATCH EXISTING RETAINING WALL. FS FINISH SURFACE SEWER LINE ACCESS ROUTE - 10' CLEAR WIDTI CONCRETE GUTTER. NEW CURB SHALL MEET & MATCH EXISTING CONCRETE CURB. 11 EXISTING WATER LINE IS SHALLOW IN THIS AREA TCL TOP COLUMN (THIS IS TOP OF COLUMN NOT (APPROXIMATELY 2'-3" TO TOP OF PIPE). EXTREME CARE INCLUDING CONCRETE CAP & SPHERE.) O MEET & MATCH TOP OF NEW CONCRETE CURB. SHALL BE TAKEN IF OVER-EXCAVATION IS REQUIRED. TW TOP WALL 4 CONTRACTOR SHALL ADJUST MANHOLE & VALVE COVERS TO CONTACT SAN DIEGUITO WATER DISTRICT @ (760) 0 I !633- 7149 A� LEAST 48 HOURS P OR TO STAR I G WOR FINISH FLUSH WITH NEW ASPHALT PAVING FINISH SURFACE } t }IN TH 1 AREA. ''�� BW BOTTOM WALL PER PURVEYORS REQUIREMENTS. } tt�t ; INV INVERT ELEVATION O5 CONTRACTOR SHALL CONSTRUCT SIDEWALK UNDERDRAIN PIPE PER SAN DIEGO AREA REGIONAL STD. DRWG. D-27. ; k1 V11,; I(t TG TOP GRATE , 3 PIPE. TB TOP BENCH I > ' ! 6 INSTALL 1 ' WIDE CURB CUT TO ALLOW DRAINAGE. -f EXISTING CONTOUR MEET & MATCH EXISTING D.G. PATH. 116 PROPOSED CONTOUR LOT 8 .- _ DIRECTION OF WATER FLOW } ; 20' j }.. I t� BLK 34 MAP NO. 14$ ■ CATCH BASIN % i H -,, , ... --�' "'�" " } �^I♦ } ==^=_ I it }I =}}I ♦�°� �E) � xi ,SG titi _�.--� 1' 7 LOT 1 _ ' ' ,�°� �; I} } 4 MAP NO. 8441 I A , / r f,,,.u..._,_ �r ,'= 1 ♦ fir • • i t \ ' I ; . �-• (7 /11g�y ° t Gyobti SG 119 RG�ti�''^ t 1 ! �• I is - ♦ C WA ER i I T \ ' � t t t a_ / �y 212 1 j_ ! — _ Y _. t' __.' — _ 3 � RI ERS V — — '`� t } \, ' ,titi -° \..` _ �. j �• RISERS � t °8+ 1 }' ``c? Z o, t z L _ titi i ` -.x ax Lu it d �STy.: \ \ ,��ti�1' Ol 2� �\ a A• IJ?+ i ; rt® t 1 L` .. t 4 2%--� -+►.. t t ttt it \ I _ __ ' i ~` = ° _—= = �, QRpFESS/p III I t A t \,\�� � \, �� .f fij / • .,.� a 11 t ,'� ;l , 1 ft t LOT 1 ct`�° R.Fo 9l� t t , , J E■I o \ ,` 1b`;° �.•-� >5 BLK 35 �o 10' MAP N0. 148 W C381" 'I I■� g ALOT 16 * }1 , it T/� e , '\°. BLK 35 Z n 1 ��qr Crnl ��� : �t }' < a �; ��� MAP N0. 148 v r" t NOTES • FOfCAttti� • s � I' Q ' 1 i i 11 ; ' W _,_---•--'--- -" •S�'ti �ti� ,54,E'y \.�� t I� , (���--{{ i `� '{{ R $ ` } � Q z A 10' WIDE CLEAR ACCESS ROUTE SHALL BE PROVIDED 1 FROM SEALANE DRIVE TO THE CLOSED UN-NAMED ALLEY NORTH 1 1'} } ', ,t "A -BUI T" � � SAN DIEGUITO ENGINEERING, INC. SAN 1DIEGUITO WATER DISTRICT (n It ON THE SOUTH SIDE OF THE PROPERTY TO ALLOW ACCESS t i } V a PLANS REVIEWED AND APPROVED BY: H e 4407 MANCHESTER, SUITE 105 TO THE EXISTING SEWER LINE. ACCESS ROUTE IS .. . BY: LANDSCAPE ARCHITECTURE ENCINITAS. CA 92024 SCALE: 1 910 DATE: PHONE: (780) 753-5525 INDICATED BY THE DASHED LINE AS INDICATED IN THE - PLANNING APPROVED BY: OLD--- 637ArdenDrive,Encinitas,CA,92024 CIVIL ENGINEERING • PLANNING DATE: 7/uo-bi, LEGEND. 10 0 10 20 30 RCE: EXP: 41 (760)9448463 LAND SURVEYING uj REVISIONS APPROVE DATE REFERENCES DATE BENCH MARK SCALE ENCINITAS FIRE PROTECTION DISTRICT ESI NED BY DRAWN 8Y CHECKED B ,APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. C DESCRIPTION:STANDARD BRASS CAP ON STEEL PLANS PREPARED UNDER THE SUPER ISI N OF RECOMMENDED APPROVED IMPROVEMENT PLANS FOR' V u STAMPED SM L-1908 DATE: �� LOCATION:THIRD BE ST.ON SCHOOL SITE HORIZONTAL ay l BY: ' BY: 'i, STREET PARK & OVERLOOK 5610ml B �� R.C.E. NO.: RECORD FROM: VERTICAL NIA DATE (NAME) EXP. GRADING PLAN SHEET G-2 OF 3 ELEV:91.79 DATUM: USC&QS PEiA c:\EnciI STREET PARK\G-2.d%,g dell comp 71112i`9S 5 LEGEND : EROSION CONTROL ,;NOTES: THE CONTRACTOR SHALL INSTALL ALL SOILS EROSION CONTROL MEASURES PER PLAN AS APPROVED BY THE CITY OF ENCINITAS, (TC) EXISTING GRADE ------ 4" DIAMETER DRAIN PIPE (SCH. 40 PVC) 0 IN CASE OF EMERGENCY, CALL (760) 714-1046. THE CONTRACTOR SHALL OBTAIN THE FOLLOWING INSPECTIONS FROM THE CITY REPRESENTATIVE: TC TOP CURB �}2 CONTRACTOR SHALL PROVIDE A STANDBY CREW FOR, EMERGENCY 1 . PRE-SITE INSPECTION. DAYLIGHT LINE (LIMITS OF GRADING) WORK WHICH SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE PROVIDED BY THE 2• OPERATIONS PROGRESS INSPECTIONS - TO DETERMINE ON GOING COMPLIANCE AND THE NECESSITY OF ADDITIONAL FS FINISH SURFACE CONTRACTOR AND SHALL BE AVAILABLE ON-SITE AND STOCKPILED AT MEASURES, BEYOND THOSE SPECIFIED ON THE PLAN THAT MAY BE REQUIRED DUE TO SITE CONDITIONS. SEWER LINE ACCESS ROUTE — 10 CLEAR WIDTH CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL 3. FINAL INSPECTION TO DETERMINE COMPLIANCE WITH APPROVED PLANS AND SPECIFICATIONS. TCL TOP COLUMN (THIS IS TOP OF COLUMN NOT CONTRACTOR SHALL CONSTRUCT SINGLE COURSE MEASURES WHEN RAIN IS IMMINENT. ALL LAND DISTURBANCES SHALL BE LIMITED TO THE AMOUNT NECESSARY FOR THE CONSTRUCTION AS SHOWN ON THE INCLUDING CONCRETE CAP & SPHERE,) OF SAND BAGS O3 DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL APPROVED SOILS EROSION CONTROL PLANS OR AS REQUIRED BY INSPECTIONS. THE AREAS OF DISTURBANCES SHALL BE OF THE CITY ENGINEER. REESTABLISHED WITH VEGETATIVE GROWTH COMPATIBLE WITH THE AREA. THIS CONTROL SHALL CONSIST OF PLANTINGS AS TW TOP WALL PROVIDED FOR ON THE PLANTING PLANS AND OTHER METHODS APPROVED BY THE CITY BASED ON THE DEGREE OF ® ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT DISTURBANCE. BW THE END OF EACH WORKING DAY, WHEN THE FIVE-DAY RAIN BOTTOM WALL PROBABILITY FORECAST EXCEEDS 40 PERCENT: ADDITIONAL AREAS DISTURBED DUE TO ACCESS, MATERIAL STORAGE, OR BY ANY CAUSE SHALL BE CLEANED AND REESTABLISHED PRIOR TO FINAL APPROVAL. SILTATION TO STREETS, STORM DRAINS, OTHER OFF-SITE AREAS OR OVER THE INV INVERT ELEVATION t�5 AFTER A RAIN STORM, ALL SILT AND DEBRIS SHALL ', BE REMOVED BLUFF SHALL BE PREVENTED DURING CONSTRUCTION. FROM CHECK BERMS BY THE CONTRACTOR. ANY PROTECTION MEASURES DAMAGED DURING A RAIN STORM SHALL ALSO BE THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEAN UP OF ALL AREAS PRIOR TO FINAL APPROVAL. TG TOP GRATE IMMEDIATELY REPAIRED. THE CONTRACTOR SHALL BE RESPONSIBLE TO FURNISH ALL MATERIALS NECESSARY TO COMPLETE THE SOILS CONTROL © EROSION CONTROL SHALL BE IMPLEMENTED BY THE CONTRACTOR MEASURES AS SPECIFIED ON THE PLANS AND THE SPECIFICATIONS AND INSPECTION REQUIREMENTS AS CONTAINED HEREIN TB TOP BENCH TO OBTAIN FINAL AP,PROVA OF THE .W RK. in t DURING THE RAINY SEASON (OCTOBER 15 THROUGH'- APRIL 15), AND p 4; � � M 1 1 ADDITIONALLY PRIOR TO ANY FORECASTED STORM. 'j I 1 EXISTING CONTOUR I i }�� j �" I t `ii �`ai } `I EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE �- AVAILABLE BY THE CONTRACTOR AT ALL TIMES DURING THE RAINY 116 PROPOSED CONTOUR I t I !� SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON-SITE AND > 1 \ ; } 1} } STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT, DIRECTION OF WATER FLOW ' SEE EROSION CONTROL NOTES ON LOT 8 ; `; `', ; 1 \'• __ ii \` ■ CATCH BASIN ' 1 i� SHEET G-1. MAP NO. 148 •If V ry }= i = � �.*" � �i 1 �` I i 1 �t �t t �-..._ �� � v4 t i � ✓ �`'`� �,.� t '21�r ` l i Cf�• + L`== { � � t A t it LOTS I rn ( ♦ � Inc'+' `v MAP NO. 8441 t r, } ,-o�-o--•,�..o. �,y _ y4 _ �` t 4 ' 1 9 , �� li �1�c?" � � {� IlU I G41� 4 i ' + { ` i ' i - .,a.....-- ?.•, / A " / r / �,,.. '•,i WA�ER / � T ! V, c> i t ;1�• _ p ;j = � _.. { i. \ Rom ! -" \ '�',' \ ,., ',,. �"' , .` ^r,� `� �q�1rw" '.•.-'�° f ° 1 ; jj, �- - 5 j ` i `t ,' ` `' � tt J J11 tit r't �� 1 J 1 ny. ,.,, '\ •\ `v v`.� '.-.. C� / ! z RISERS; �^. �,/ - ,\ 0.� '�,� i uj RI _. , q c' 4 \ I y , g 'v t`C.ct iri�... . \ �/., .. `�1 1ti ,�• 7% �� �,. \.,� \\ +,, ' \"'� '. j .JJ� '•, ` � > , `'\ ,. \ `-,. i � � I I '= n - \, 1 ' i \ '',� ids '4i , .3 t \ i ... 1 \ -C ON - t \ !, 2 Q^• i i ,_ ,,..�.- „,.,,�,w -'ir'a•' — •-y.:_�— t ( �'t \ } \ i6 low 4.820% W'� i � � _ �', _ .-, ".r w r+" �� ' �-.-"-•...=.'=' t ! t ``t `y' \\ , y �w } \ }i , I U LOT 1 } I t , t B I K 35 } ` } \\ z �., \ , � "_` _' =_--- - 1_,__,a°--�• tr--' ' MAP NO. ' 48 ;;i `' � OT 16 BLIP 35 MAP NO. 1-8 1 z C-) 1 i QFES$p v r* I 4 v W t 4 ` SAN CIEGUiTO ENGINEERING, INC. SAN flIEGUiTO WATER DISTRICT LLI c3814t � NORTH .t '`� � � I! "AS-BUILT" N m 4407 MANCHESTER,`STER, SUIT£ f05 PLANS REVIEWED AND APPROVE BY: i * Exp.3_�� ? 'I� i BY: F LANDSCAPE ARCHITECTURE r EHONt ( 0) 923 24 `rI CIVIL �� SCALE: 1"■1fl' DATE: _ - ! � PHp',;E: (76C) 7s3-56<5 - ` PLANNING ) APPROVED BY: C�1._ cwt,. _ 9rFOF cauF�� 637 Arden Drive,Encinitas,CA,92024 ..► CIVIL ENGINEERING * PLANNING DATE: ?�=e�18 10 0 10 20 30 RCE: EXP: �C (760)9448463 - Q v � LAND SURVEYING REVISIONS APPROVE DATE REFERENCES DATE BENCH MARK SCALE ENCINITAS FIRE PROTECTION DISTRICT DESI NED BY DRAWN BY EKED BY W . APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. a DESCRIPTION:STANDARD BRASS CAP ON STEEL PLANS PREPARED UNDER THE SUPER ISI N OF RECOMMENDED APPROVED IMPROVEMENT PLANS FOR: V z STAMPED BM L4906 LOCATION:THIRD d E ST.ON SCHOOL SITE HORIZONTAL 1"■10' B DATE: rr9S N W �.I�rYW/K / R.C.E. NO.: 8� BY: Xe- BY: � 'J' STREET PARK & OVERLOOK 5610-I Zo I RECORD FROM: VERTICAL N/A DATE (NAME) EXP. d/ �� DATE: - 3 EROSION CONTROL PLAN SHEET 0-3 OF 3 a ELEY:91.79 DATUM: USC 8 OS PE?A \Encinitas\J STREET PARK\G-3.dw9 dell comp 7/12j'98 6 �u'I CONSTRUCTION NOTES: ® DIEGO SHALL INSTALL HANDICAP RAMP PER SAN ® CONTRACTOR SHALL INSTALL FIRE SIGNAGE PER DETAIL 'C', ® CONTRACTOR SHALL INSTALL TRASH RECEPTACLE PER GO AC EA REGIONAL STANDARD DRAWING #G-31, TYPE D. SHEET C-4. DETAIL 'G', SHEET C-3. LEGEND • (2) CONTRACTOR SHALL INSTALL 4" THICK CONCRETE WALK t® CONTRACTOR SHALL INSTALL HANDICAP RAMP PER DETAIL 0 CONTRACTOR SHALL INSTALL ACCESSIBLE SIGNAGE PER ® CONTRACTOR SHALL INSTALL NEW ASPHALT PAVING OVERLAY PER DETAIL 'A', SHEET C-2. 'G', SHEET C-2, DETAIL 'D', SHEET C-4. INSTALL 0 B" IN FROM PAVING AS NECESSARY TO PROVIDE FINISH SURFACE PER GRADING OO — — — — — — — — CONTRACTOR SHALL INSTALL SCORE JOINT PER DETAIL 'C', CONTRACTOR SHALL INSTALL SCORE JOINTS PER DETAIL 'C', 1 EDGE, PLAN & TO PROVIDE SMOOTH TRANSITION BETWEEN NEW & SHEET CTO 0 12" APART TO ALIGN JOINTS RETAINING WALL. ® CONTRACTOR SHALL INSTALL CONCRETE PICNIC TABLE (TYP. EXISTING ASPHALT PAVING. SHEET C-2 OF 3) MODEL #tODC AS AVAILABLE THROUGH OUTDOOR ® CONTRACTOR SHALL INSTALL ACCESSIBLE SIGNAGE PER r Q CONTRACTOR SHALL INSTALL CONCRETE STEPS W/ CREATIONS (916) 337-6774, COLOR SHALL BE SEQUOIA EDGE` 'E', SHEET C-4, INSTALL 0 8" IN FROM PAYING EXISTING ASPHALT PAVING TO REMAIN. PROTECT IN PLACE, CONTRACTOR SHALL INSTALL EXPANSION JOINT PER DETAIL HANDRAIL PER DETAILS 'E' & 'F', SHEET C-2. ® CONTRACTOR SHALL INSTALL 6" WIDE CONCRETE FOOTING 'C', SHEET C-2 ® CONTRACTOR SHALL INSTALL MASONRY RETAINING WALL PER CONTRACTOR SHALL INSTALL CONCRETE BENCH/RETAINING ® CONTRACTOR SHALL INSTALL ACCESSIBLE SIGNAGE PER 0 CONCRETE WALK EDGE AS REQUIRED TO PROVIDE A DETAIL 'A', SHEET C-4. WALL PER DETAIL G , SHEET C-4. DETAIL 'F, SHEET C-4. INSTALL 0 8 IN FROM PAVING FOOTING DEPTH 12" BELOW FINISH GRADE. EDGE. CONTRACTOR SHALL INSTALL ASPHALT PAVING W/ BASE ® CONTRACTOR SHALL INSTALL 6" CONCRETE MOW CURB PER ® CONTRACTOR SHALL INSTALL 6" CONCRETE CURB PER ® PARK SIGNAGE LOCATION. SIGNAGE TO BE SUPPLIED AND DETAIL 'F', SHEET C-3. ® CONTRACTOR SHALL PAINT EXISTING CONCRETE CURB RED INSTALLED BY CITY, PER CONSTRUCTION NOTE #11 . • DETAIL 'D', SHEET C-3. PER CITY Of ENCINITAS FIRE DEPARTMENT REQUIREMENTS. © CONTRACTOR SHALL INSTALL PATTERNED COLORED CONTRACTOR SHALL INSTALL STAINLESS STEEL HANDRAIL ® CONTRACTOR SHALL INSTALL TUBULAR STEEL FENCE PER ® MEET EXISTING A.C. PAVEMENT W/ NEW CURB. NEW CURB DETAIL 'H', SHEET C-3. CONCRETE WALK PER DETAIL 'A', SHEET C-2. PATTERN PER DETAIL 'E', SHEET C-3. SHALL FINISH 6 ABOVE FINISH SURFACE OF ADJACENT SHALL BE 6" X 6" TILE, COLOR SHALL BE L.M. SCOFIELD CONTRACTOR SHALL INSTALL CURB & CUTTER PER CIVIL ASPHALT PAVING. ® CONTRACTOR SHALL INSTALL V WIDE CURB CUT TO ALLOW i "QUARRY RED". CONTRACTOR SHALL SUBMIT PATTERN AND DRAWINGS, SHEET S-1. FOR WATER DRAINAGE PER GRADING PLAN. DO NOT END ; COLOR SAMPLES TO CITY FOR REVIEW & APPROVAL. 0 MOW CURB SHALL MEET & FINISH FLUSH W/ NEW CURB ABRUPTLY. PROVIDE SMOOTH TRANSITION AS 7 EXISTING WATER LINE TO REMAIN. PROTECT IN PLACE. CONTRACTOR SHALL INSTALL COLUMN PER DETAIL 'B', CONCRETE FINISH SURFACE. DIRECTED BY CITY REPRESENTATIVE. i 0 SHEET C-4. ; ® ®EXISTING SEWER LINE TO REMAIN. PROTECT IN PLACE. ® CONTRACTOR SHALL INSTALL NEW HANDRAIL TO WITHIN 3" PLACE.EXISTING POWER POLE GUY WIRE TO REMAIN. PROTECT IN ® EXISTING (APPROXIMATELY Y 3-IS SHALLOW TO TOP OFI PIPE). AREA EXTREME CARE i t tt O CONTRACTOR SHALL INSTALL BIKE RACK PER DETAIL OF EXISTING FENCE OR NEW CO SHALL BE TAKEN IF OVER-EXCAVATION IS REQUIRED. SHEET C-3. COLUMN. 4 W. 1 CONTACT SAN DIEGUITO WATER DISTRICT 0 (760) I 1 rrr...111 END OF NEW 6" CONCRETE CURB. MEET TO COLUMN. i 633-2709 0 LEAST 48 HOURS PRIOR ITO STARTING WORK I t i © I I C� ' 1 IN THIS AREA. + l"+ a CONTRACTOR SHALL INSTALL 6" CONCRETE CURB PER SAN t I DIEGO AREA REGIONAL STANDARD DRAWING #G-1, PAINT ® CONTRACTOR SHALL INSTALL VINE POCKET PER DETAIL 'C', i O ;i r N CURB RED PER CITY OF ENCINITAS FIRE DEPARTMENT REQUIREMENTS. SHEET C-3. TYPICAL OF 2 (TOTAL OF 4). i t 1} \�i i O A tJ1 _n+5o t CONTRACTOR SHALL INSTALL SCORE JOINT PER DETAIL 'C, ! I' t t ; 7 11 CONTRACTOR SHALL INSTALL ASPHALT PAVING PER DETAIL SHEET C-2 TO COMPLETE RADIUS OF WALL CAP ACROSS j I �t - v ; 'D', SHEET C-2. WALK. i j { 1� , OWL - — —LOT 8 '; N I _ BLK 34 t, ! " ; MAP _ s _ N0. 14 I It N ; G �i t•� 81-81- ±�- �"�'' � �� 3 "11 1 I 13'— t ' 9 ; '^ -� 5 ' t4 3 1:9 - — _. - - LOT 1 1 g+75 I. 2,-2,. ; MAP NO. 8441 _ — — #j ., o i 5 -5 -� _ 1 __ -- frs. 8 0 —_ _ -- i 3 '\ �------�'-"-" .. 'i w.,,�. ,,.,b,^,^�.,•!? ^tt. A (� / :. 1 ' . _ :I(� STV ' . E- 1 \o 4 1 , y LNG 8 A•G WATEER . s -F rV s i a # i XIST I y 1 i 9 g'; ' I — o 1' s .� + a 4 i t a � t� 1-1 1, .. % 't' , i . . '�. ; , � •`fig. � �'`! � � (D- ` : _ —. _ -` I i , \ . . \ J , , '.I �.� . i 1 .f1 \ f f-3 2 z \Of y — _ -7 " � . .tj rya,,' t t^ 0 1 , 6,r,�J # 0 `\\ , I.. ;� �'i , \y �•... `` S.' 10+25 'Zz. 3 _ ,t O \a 1 ,4 `r ., I 7 y ;...,•?, -,\ _ _ ` _ _. 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CL ' DESCRIPTION.s7ANDARD BRASS cAP oN STEEL PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED IMPROVEMENT PLANS FOR: Q Z STAMPED BM L•1908 LOCATION:THIRD&E ST ON SCHOOL SITE HORIZONTAL 181,10+ DATE: '7dti•R4= - V TE - � � J STRE ET PARK & OVE RL.00 K z Z R.L.A. NO.: 2ot� , 5610-� z O RECORD FROM: BY: BY: ELEV:91.79 DATUM: USC a GS VERTICAL NiA DATE ( AME) EXP• 4• So -yt DATE: - CONSTRUCTION PLAN g a ?Eu4 c: �Enclnitr,•s\V ST?LET PARK`\C-1 ,dwg dell ccmP 7,/12/"3 SHEET C-1 OF4 �l{ Set# JST-1 P9 8 of 14 Sheet ID C-2 Desc: Construction Details Serial # 509 24" 12" '`' 18" 3" 000 m N O 6i � MI1 a Cu ❑ n � D Z D rn m cn0 0 DD x > m O o z ..� O z n � '� N W A D aw y<ts :n END 0 RAM r c o c Ill 1 1 1—III I E. m o D ;;Q --A I I I I II I IM l 111111 d ° D m � ''' m Z D IN 11 D = -I I_I I—III d ° a ° o c� m I�—ICI—ICI °d " X p Z X D -Ill—1 I—III .. a .o ..p' - > z � N ° m x UI N U4 I(-1 I MI I I D` m r D o ® n o a d I...I �' —III—ICI m r- � Z Zrn m 0 A A I I—III—III o a . > . 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X —1Zm z m c� O] Nm r 0 0 O q q r7 O O O Zm -> M t :.z mz o 0 Zzm zo 0 x Z � m m � _ _ w m z cn M C) Vi N r- 00 °4 °4 m _ z z cn m m -00 0 -1 00 O 0000 (n 70 � O0 n N Z Z m D Z I > 0 O O O C m _ °-y (� =1 r O\ 7 p n Om m � > WDiv Z n m r0 -Nirl m `LVmrD m m. r �1 D p C z z G) > \ c 0C) _+ \ cn � zm cZi A v m :E C � Cf)m o� _ IS g n ° r- > -I = 04 <° Z\ .� \ m r O D O 0 T � 70 w 0WXm � y X w v rn n P w N C"1 Z D r,-I rT1 m Dr-- C) X w tr��J Z OOOOOO ee p = SD f< r- m � O Cn m D a' n_ o z z z °z C ° D r m (n r o O < W m D z m D z �n 0 C 70 OJ o m Vl fTt z O o A r c r m �J�, O O O O -1 D mcf) --I W O co p0 r C I z rn < c) rn N -o 0 �7 r z = 0 m O OD O _I �1 ➢ M F m 'CZ 000 W O D o O 0 � m co ASK oz � O � � � r> m o D cn m z n o c n c, c o z = C) m C ��yy � ON � mprD O O n O m m O (n rnr � m � C) m o� V om � c1- z z - O �` III = T o z° �z � A � o rn 0M O < O A m O m M N m ra A f� m v ��-11 70 ® O ' ' `� �1j�J IIII A 7I IL--- r OM O U) m I —I r m ci 0 N m -1 - m -n = k' 0- m z z -I O 1 6' N O L/)i� D z m z 22 r- � DDrmT1 D U y m x <n A W � � x 0x Rp Fn m r- m D �7 r oo Nor�ros' o = _A n m Z z `q` _ m r ® D y THE SE r m r Orn-O A O O r u O A m w N� z ,y Z Zo M > p - W O0 V) O O� o m n z �• • v. Im .'o O O z D O m -I V1 m rn r m I—III: Nw9 �O Z W N y =1 1= t~ 0 O W II- --Q z _ m m o m o ° K o � o m W X ) W tr1 �nii 2" vnN p � DCn W -1 0 ° 24" 12" � y D O - O D r K 1 O O O 0 TT�� ZAD p T < 0\ 00 m n Vl V1 O M m V1i _ ~ z 0 A 18" OM r y 20m �1 O - D 2 p m z O T1 �7 0 DDD z z (u� D = � o 0gy = m z : .:q ._ zN � N A 00 C�J ® 00 l r F- - z rn 0 = 171 -i to Co C7 ( 1 l/1�J m r- G7 -1 .-O N = W • V O ` 1 N -P S 0 0 K C- `* D I .1 " . . °e. �'�1 . . . .,: O 0 (n N p (D m rm O ill O O O x - � m O \ = Z ? O p r O mO C m 0 g - I ,o P? - G) U) D --I o4 m . . rTl Z Z r r�**II m C D - c m y r r r0 :0 � 2 D m O Om -I m m � cn tom Z (.77 T o m m z ND OF TEP > mo x o cox -im VR rr- F4 m m mW D c) II II ' 1 � -i -*1 z cn m D m (A r y =1 ... � O A W m O � O O ( p. � m °� � � m m y z A D OW � � VIII N N - I fRtT c0cn = p rn 7 r ' :. �` - o m � 0 m WO0 { X C D CO D O O p u I `I x Tr I11, �°:.. ° m Oil m > Z 0 -rl rmTl r0r1 A -LE-=q q z _ cn co C) D p D �` ` m �° z m Z z > G7Z Dom ? Z U) M n N m 70 -TI m 70M KDm 0r (n kJ <: -D-i O Sm zr r Or U) C u ° O (7 n - OO .. . � Or irmC m t , U -Civ z mz � m < mOr = fir/ y cD' 0 > -70 ° . .0 . mr- M � (n2 O � z r C � C@ MmZ 0 � wom -1 x vm ° c o J zo -V 4c D = SAO w � l= r . .. D I O = r °\ _ r J ;.: °. O O DEW ° ? o zz � r CO r --I II a N m .. n O -0 z <n � ova m >.::".. ' n rmn MoD II N ' D r' _ II111 END 0 STE o �I t c � AC U) F- N = A c Fri D m D mp - Ll Z N O cn W 07 "AS-BUILT " ME WTOn w tri � IS N y °° O ci CnD O NCD 00 vo t z Set# JST-1 Pg 9 of 14 Sheet ID C-3 Desc: Construction Details Serial # 510 15/0 IN Oo 0 0 0 00tz D j> z O ? < (n vIn ppZ Z M �r • • D ? _ OF I C7 2 �LVfI Cn O 0 TCI Am O -,n �' Nm y • ' iiV—ii n DMA 0K (° m 0DX ED z c m o� co d D xm � Q III _ D zm ° - WA O pDZ � fTl M-] r { mN -0 ; � -� w ~ O00 O m m :E z p y (o Q N I C7 (7 C7 C7 C7 O D c0 71{ � r- O O O O O � wZ D n o O 1'-6° (n w ;U o D m z OD - m 3'-0» o m O 0 z m - I =�1 II C7 m n 0 0K M °m (rig o An p 1 20 m I II �= 0 D im m � DD m n m m or o z Z -III-1 01 mI -I C n A m C 0 o D r Z © TI I1=1II m m m FOD v � m o Z O -1II-1 ° D m m �' 0 0m � C) 11 11 m Do -0 n � W A 0 Z - M � O C m Z � � ---1 0 Q m U ;Umm° m 0 te °" D M r`'2'- 10 m zm70 III 11 70 ovCo I m m D Z ° F- m o o =1 I II I II I II a,a -III—I U, N o z C > D =1 I I=1 I i I_I O I , O O O O O t...4 z -U - - -I I 1=1 ° ° m II—III N N\ o z \ \ zoN �- `�' � _ _ CrJ O � y -III—i I° z N -U rw ; N X00 O � � o � II=1II 0 Z D mom _ � rt1 DDC - r� I I I I I I I I �j = D D Z m iI � ° W I � D a s 111111 DD C _ C o w N mm G7 m � CD r � D a cDi) D m o �O o _ m O Z m> � cc] - D 00 O 0 m m r O O 3'-6" -111- 0 �I-ICI N -I 1I- y o z� \ m = ° I o rrJ 2" 4" III=III-III - C/) m N o D m\ Z I~ Ell OI I I- A !�► m = o ° N a 2' rIJ r l C _ K Q X C7 m ` 1 1�1 � o D M m ! \ ° m N 11�11�11�1= r Qm0N � mz � _ - = r y �� 0 o b �Q r Q a z m _ _ i OI 11=1 11=-1T ,ny ° o o z =III=III—III=11 SSg° � m m D Q o 11111 I II=I III V1 = 0 0 . m 70 m o Q III-111=1 p m D � � v, � � ; =111�I 8 0 : � D v o m D III=111 -III II— I— II=1 o m o 0 o I E=1 11=1 I I�I I CA -I I ' Q U) c- m = o o III—I 11=1 11=1 `': ° H Ell m rn ? 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O m (n D a D v, v, —I I p U) = D I O � D z D r (—I I p = M " m O m - III= ': ': m z m M cop IL,..I 11=1 I rs �0' A z C-) D r o m —III=I ' 0 cn M rm ,�' o P Csl N n Z m m p CO D m Z r !n O Or z D � C7MD , N D - Z (n (7 C7 m (n -' O � CT( K N -' NCO m � m ' O m0 O Z p 1 m l \ D = mcoDr -0 -Q D < Cn � m � Z vn m � m � oo xx � K � ° r D r mcmi mD 70 = (nN ZN << � D 0 Z r `L co x D m -0 O ° vX cn0 � D a � 00 � m (n r ° -0 = tZnC 00 n O � D rp D � �) m � -1 � � O 0 O O OOOOOO C ;Um COj C O D mD O70 pZZ � Or pp D � m Lo (1) ZN z z N z O 0 0O O0O O O D (n p D D —i D m r- D < m o v 0 = = z 0 = Z m I � C -i M Z —I -U (n m M N C C7 m m= D (n r�� 0 � z m �7 m O O O D O o D z w r O 41 D < U) O w y 0 0 TI M> Z D O Dr �7 O Z _ m m � m m mm m z °� r Oz -I m � � O Z m OO i 0 A z z D o c> �v7O r a: 0A o � m N cn C m m rmmOOD Z (n A v � m 0 m o �� D z Q° _ °m m � 70 m D W Zr OrD m i n Z ro m C < � m z A o D o0 zz rn m � �� � m � 0x � rn cn C) C ° Dm - m � m m z m zD . . ° O _i Z N m (n C o Q D r I O x -i U1 Z- p = (- D D C- �? 0 D M m m m0 m z 0 �o �0i (n o mroco ° m M � O m- Z O 0 p c� m ° r Z ;UQ (7 �` tCn DD N uz- p � � m ` z z o m �� � �0 00 O -I X m A 0 m m m z z o � X m 70 � Q -U _ W r o 2 m .^'pro < p A oz A 0 O0 Zm p mC C � D D D m 00 O _� ^ C7 a m o0 c' D z 0 z �m m c �v (n r mo co -0 m r r r C) � � x O D � o A O � D r @ z ��--ii ;�� NO � m r O� -� O �7 rmTt -0 0 m D 0 tUD � C� Z O � o O F = o C 0 0 m A = > m rm- 4' �o v u m C -Di CD �l ^ O ° zm m m ;o c x �n o °c o o ? v z vA � z !'T'IJ o G� m � (n O (n p m N m m c> m (rn Z < D c� u D � °� = Zmjv (n t7 O Dm 0 Z m z 0m � m m � m ►T-J O r O Z 0 = O - z m z j� x O � - -0 n A F- ° ^ O Q 0 � ro o 0 mm mo m Mm N � D m Z ^ WI I W N \ J � Z Dr c l r ED 1 —III—I J''I 0 � m M—I I I— 0—I I—I I—I 111 =1 I I I Z 1 10I01IOII1=III 6" d. 111 III III N 0 cn LEI w N VIII `. =1 I I III -1I I H I —III=III I I—I ° = • � ( I— ( I I—I 11—i I I�I I III •° III - 1IL1111 = 111 ill. 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