Loading...
1998-5417 G (Plans)NoText T I TR A-C /4 ApP 6' 16' 3 1 0' ROAD EA�§EMENT-.�e abm ditch ---------- F/P . NO- 75-36�9"' DA,�12-30 1' UNDERCUT 3340 2% 2% existing Q0 ground L( rolled curb c. pavermr;ent edwood 4v CROSS SECTION "A - header NO SCALE 2 0 + PAD GRADE 6\ + Q) < SCALE ©1 % o. I P. E 315.0 j/ d r 1 A ---�FLAT PAD) ro CROSS SECTION "13-13 f / P.E 311 "�., 0 NO SCALE 2-2840 NG H. % (FLAT PAO) SDRS -34 0 (D 0-) C 60' ROADWAY EASEMENT 11� �2 C) + IMPROVEMENTS PER DWG. 9050-G 20' 10 .5' 12.5 11' 11' 12.5' 25 exist. 320 t Uwy trail" FILL 2 0 [if 2 2% 2% 7 Of L�j CD 0 27 LJ < C� LO 1% U) L0 5 0� - Ld CY) 2 LLJ 0) 00 011 3�--x-4T X ICK CROSS SECTION " C - C" PE S D-40 NO SCALE <? 6' WIN 07131/ < Q C, S/o A' fH K ix/ w- 2% par 7 PVI STA 1+70 0 PM ELEV 300.00 2 abm N ditch 40.00' VC PVI STA 0+90 PVI ELEV = 290.00 Q CROSS SECTION D-D PVI STA 0+30 0 60.00 VC ' ---------- 0 2 5 . 9 4 0) NO SCALE 0 + 0 i20.00' VC 0 27 0 < L0 L0 O1j 04 r- V) I I z C; - + 0) 0 + 1 (p 0 04 / CF-) AS BUILT V) C-4 11) LAJ + 320 z W V) 00 + + U) > L;j 0 00 C) 00 LLJ m C*4 C4 6 V) -00X m _ 0, 4 W C) W V) L;j Q > > 0 Q LILLJ ,A m m LLJ > > 0 1LLJ & A S S 0 C I A T E S --jaiao GRAPHIC SCALE 2.50% + I C14 0 20 0 20 40 A Califorsis Corporetiou 00 6.777. 2.007, Ik 308 � E*u DRIVEWAY CENT �RILINE PROFILE 09130100 IN FEET -------- - - 280 1 INCH = 20 FT. DATE STEVEN J. BARM R.C.E. 34318 0 2+00 1+00 0+00 In * REVISIONS APPROVED DATE I EXP. 9-30-00 REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT 7 F DESIGNED BY DRAWN BY F=EE BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. Description COUNTY BENCH MARK III D.C. 0073 UNDERCUT 27- existing ground .c p averr7ent "4 CHIS. SQ. IN TOP OF HEADWALL HORIZONTAL: 1"=20' PLANS PREPARED UNDER THE SUPERVISION OF R CO D APPJROVED GRADING PLAN FOR: Location S.W. COR. EL CAMINO DEL NORTE & VERTICAL: 1"=20' RANCHO SANTA FE RD. —G Record From COUNTY OF SAN DIEGO VERTICAL CONTROL 2-112-11 f CERTIFICATE OF COMPLIANCE Doc. #1993-0165706 CALIF. COORD. 330-1701 B Y. BY- PARCEL "Aff 5417 Elevation 119.476 Datum U.S.C. & 6. S /I STEVEN J. EfARGER R.C.E. No. 34318 DATE: - S 1 EXP. 9-30-00 DATE: DATE: SHEET 2 OF 4 lota6.dw9 2-16-99 11:29:05 m EST d 4 EROSION CONTROL HYDROSEED 1. SET POSTS AND EXCAVATE A 2. STAPLE WIRE FENCING TO 4 BY 4 IN 110 BY /0 CM) THE POSTS. TRENCH UPSLOPE FROM AND 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT RICHARD SANCHEZ, 1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED ALONG THE LINE OF POSTS. BARRETT AMERICAN AT 714 - 237 -2079. 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE THREE FEET OR MORE IN HEIGHT IN FILL AREAS. AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS FIVE (5) FEED OR MORE IN HEIGHT IN CUT AREAS, UNLESS SLOPE IS NOT SUBJECT TO EROSION DUE TO THE EROSION RESISTANT CHARACTER OF IMMINENT. �-- GRAVEL BAGS OVERLAP THE MATERIAL AS APPROVED BY THE CITY ENGINEER. �� i— 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT 2, IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT IN Ito CM) THE APPROVAL OF THE ENGINEERING INSPECTOR. THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH 3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. L. INTO THE TRENCH. RUN —OFF PRODUCING RAINFAL SEED MIX SHALL CONSIST OF NO LESS THAN: 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL A. TWENTY (20) LBS. PER ACRE OF ROSE CLOVER, MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN II I I I I Q INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH B. TWENTY (20) LBS PER ACRE OF ZORRO FESCUE, ( I I I I I I F I L T E R FABRIC MAY ARISE. C. THREE (3) LBS. PER ACRE OF E SCHOOL CIA CALIFORNICA, I W! RE RUNOFF D. FOUR (4) LBS. PER ACRE OF ACHILLEA MILLEFOLIA, 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY E. THREE (3) LBS PER ACRE OF ALYSSUM (CARPET OF SNOW), — PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED F. 1/2 LB. PER ACRE OF DIMORPHOLECA, WATERS CREATE A HAZARDOUS CONDITION. GAP BETWEEN BAGS THREE LAYERS OF GRAVEL BAGS ACTS AS SPILLWAY WITH ENDS OVERLAPPED 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED G. ITEMS C, D, E, AND F OF THIS SUBSECTION MAY BE OMITTED ON GRADING PLAN SHALL BE INCORPORATED HEREON. LOCATIONS WHERE THE AREA BEING HYRDOSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. H. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT BROADCASTING BEFORE HYDROSEEDING. SILT FENCE DETAILS VELOCITY CHECK DAM THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (407.). SILT AND OTHER DEBRIS SHALL I. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOB SITE IN GRAVEL BAG DETAIL BE REMOVED AFTER EACH RAINFALL. UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE CONTAINERS. EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW J. NON —PHYTO —TOXIC WETTING AGENTS MAY BE ADDED TO THE INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION. 2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS. PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16 -20 -0, WITH 15% SULPHUR APPLIED AT THE RATE OF 500 LBS. PER ACRE. AREAS TO HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: A. TRACK WALKING SLOPES STEEPER THAN 6:1. B. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM "A" ABOVE. 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: A. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. B. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED. �pFESS /n& N AS BUILT C Na M318 A * EXO°s * ? x 09/30/00 \ W STEVEN J. BARGER R.C.E. No. 34318 DATE ~ EXP. 9/30/00 I< DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAPING N0. REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE COMMUNITY DEVELOPMENT GB GB SJB Description: COUNTY BENCH MARK # O.C. 0073 PLANS PREPARED UNDER THE SUPERVISION OF: RECOMMEN APP VED EROSION CONTROL NOTES FOR: F CHIS. SO. IN TOP OF HEADWALL HORIZONTAL » $v Location: S.W. COR. EL CAMINO DEL NORTE & BY: BY: PARCEL A RANCHO SANTA FE ROAD VERTICAL Record From: COUNTY OF SAN DIEGO VERTICAL CONTROL STEVEN J. BARG R, C.E. No. 34318 DATE LS- DATE DATE: Z"Z�f rj DATE: 2' r'l� CERTIFICATE OF COMPLIANCE Doc. #1993- 0165706 CALIF. COORD. 330 -1701 Elevation: 119.476 Datum: U.S.C. do G.S. EXP. 9/30/00 SHEET 3 OF 4 B60a \DY/C \IataSCVr.tl"g • LOS 1T ACT 4400 MA 12780 , �� �- 0iA rD EE S ENT .- 6, DATE l 3 VELOCITY CHECK DAM SEE DETAIL . z. L •_ -- P If SHEET _3- 41 SILT FENCE - ,� SEE DETAIL i. \ tj7 \� SHEET 3 ♦ $ l 5 HYDROSEED "SLOPE$ , ,.- — j f'y L.L '♦�✓f { d PAD s 3 r r Z 1 _ J \ F i , 3 l y tP - .. �\ HYDROSFED C O e 1 v : T J � w, 1J . , f a" "FSt9 P e s x - -�; LT FENCE - - -� SEE DETAIL` SHEET 3 M ,� a ' v r r ( _j J) 1 a GRAPHIC SCALE FN J. 6q F 20 0 20 40 �`�� ��� - AS BUILT v to A � Me, 34318 ' apD/0D �I�1\_ 1 INCH = 20 FT. STEVEN J. BARGER R.C.E. No. 34318 DATE EXP. 9/30/00 REVISION APPROVED DATE REFERENCES DATE BENCHMARK SCALE COMMUNITY DEVELOPMENT DESIGNED BY ABBY GHEGSJB BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. � Description: COUNTY BENCH MARK I D.C. 0073 PLANS PREPARED UNDER THE SUPERVISION OF: RECOMME D� APP EROSION CONTROL PLAN FOR: C S. SO. IN TOP OF W HEADWALL HORIZONT PARCEL A Location: RAN CAR. EL A R DEL NORTE & 1 VER /� O )jam, 2 -1244 B Y: B Y. " " 5417 -G RANCHO SANTA FE ROAD Record From: COUNTY OF SAN DEGO VERTICAL CONTROL N/A DATE STEVEN J. BARGER R.C.E. No. 34318 DATE Elevation: 119.476 Datum: U.S.C. k G.S. EXP, 9/30/00 DATE: 2' Z>F'�9 DATE: 'L 'ZS'gCl CERTIFICATE OF COMPLIANCE Doc. #1993- 0165706 CALIF. COORD. 330 -1701 SHEET 4 OF 4 BBOa \U1PG \IOMSero.Ewg