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2001-6857 G (Plans) (2)GRADBVG PLAN FOR LOTS I TRR U 28, MAP 14032 (7M 89�031 OPEN SPACE PROTECTION DURING CONSTR UC77ON URING CLEARING GRADING OR CONSTUCTION CLEARING OR VG: VEGETATION CLEARING SHALL BE SCHEDULED TO AVOID THE BIRD BREEDING SEASON (FEBRUARY 15 THROUGH AUGUST 15). CLEARING MAY OCCUR DURING THE BIRD BREEDING SEASON IF A QUALIFIED BIOLOGIST CONDUCTS A SURVEY FOR NESTING BIRDS WITHIN THREE DAYS PRIOIR TO THE WORK IN THE AREA AND ESNIIRES NO NESTING BIRDS SHALL BE IMPACTED BY THE PROJECT. IF AN ACTIVE NEST IS IDENTIFIED, A BUFFER SH BE ESTABLISHED BETWEEN THE CLEARING ACTIVITIES AND TH REMAIN IN EFFECT AS LONG AS CLEARING IS OCCURRING OR UNTIL THE NEST IS NO LONGER ACTIVE. A REDUCTION IN THIS BUFFER SHOULD ONLY BE ALLOWED WITH CONCURRENCE BY THE WILDLIFE AGENCIES. NO HABITAT REMOVAL OR ANY OTHER WORK SHALL OCCUR WITHIN THE FENCED NEST ZONE UNTIL THE YOUNG HAVE FLEDGED, ARE NO LONGER BEING FED BY THE PARENTS HAVE LEFT THE NEST, AND WILL NO LONGER BE IMPACTED BY THE PROJECT. B) ALL WORK ADJACENT TO SENSITIVE HABITATS SHOULD OCCU4 OUTSIDE OF THE BIRD BREEDING SEASON (FEIMARY 15 TO IS REMAIN IN EFFECT AS LONG AS CLEARING IS OCCU31M OR UNTIL THE NEST IS NO LONGER ACTIVE. A REDUCTION IN THIS BUFFER SHOULD ONLY BE ALLOWED WITH CONCURRENCE BY THE WILDLIFE AGENCIES. NO HABITAT REMOVAL OR ANY OTHER WOK SHALL OCCUR WITHIN THE FENCED NEST ZONE, UNTIL THE YOUNG HAVE FLEDGED, ARE NO LONGER BEING FED BY THE PARENTS, HAVE LEFT THE NEST, AND WILL NO LONGER BE IMPACTED BY THE PROJECT. C) A MONITORING BIOLOGIST APPROVED BY THE WILDLIFE AGENCIES SHALL BE USED TO ENSURE COMPLIANCE WITH ALL CONDITIONS OF THIS PROJECT DURING INITIAL VEGETATION BIOLOGIST SHOULD BE KNOWLEDEABLE OF GUTCATCHER BIOLOGY AND ECOLOGY AND PERFORM THE FOLLOWING DUTIES• I. CONDUCT A MINIMUM OF THREE FOCUSED SURVEYS ON SEPARATE DAYS TO DETERMINE THE PRESENCE OF GNATCATCHIERS IN THE PROJECT IMPACT FOOTPRINT OUTSIDE THE GNATCATCHER BREDOING SEASON. SURVEYS WILL BEGIN A MAXIMUM OF SEVEN DAYS PRIOR TO PERFORMING INITIAL VEGETATION CLEARING /GRUBBING OA PROJECT CONSTRUCTION AND ONE SURVEY WILL BE CONDUCTED THE DAY IMMEDIATELY PRIOR TO THE INITIATION OF WORK. IF ANY GNATCATCHERS ARE FOUR WITHIN THE PROJECT IMPACT FOOTPRINT, THE BIOLOGIST WILL DIRECT CONSTRUCTION PERSONNEL TO BEGIN INITIAL VEGETATION CLEARING /GRUBBING OR PRO.ECT CONSTRUCTION IN AN AREA AWAY FROM THE GNATCATCHERS. IN ADDITION, THE BIOLOGIST WILL WALK AHEAD OF CLEARING /GRUBBING OR CONSTRUCTION EQUIPMENT TO FLUSH BIRDS TOWARDS AREAS OF CSS TO BE AVOIDED. II. A BIOLOGIST SHOULD BE ON SITE DURING ALL INITIAL VEGETATION CLEARING/CRIBBING AND PROJECT CONSTRUCTION IN CSS TO BE IMPACTED OR WITHIN 500 FEET OF CSS TO BE AVOIDED. III. CONDUCT A PRE - CONSTRUCTION TRAINING PROGRAM FOR ALL CONTRACTORS AND CONSTRUCTION PERSONNEL ON THE BIOLOGICAL RESOURCES ASSOCIATED WITH THIS PROJECT AND T A TTRN PE PERSONNEL. AT TRAINING SHOULD INCLUDE 1) THE PULSE FOR BIOLOGICAL RESOURCE PROTECTIOlt 2) A DESCRIPTION OF THE GNATCATOHER AND ITSS HABITAT, • AND 3 A REVIEW OF ALL THE CONDITIONS OF THIS PROJECT (COPIES TO BE PROVIDED TO CONSTRUCTION MANAGERS) THAT SHOULD BE IMPLEMENTED DURING PROJECT CONSTRUCTION TO MATERIALS SHALL ALLOWED TIIN OR WITHIN 20 F��OI�� LIMITS OF THE RSEBP. F) TOR EY PACIFIC SHALL EMPLOY A MONITORING BIOLOGIST APPROVED BY THE WILDLIFE AGENCIES TO CARRY OUT THE PRECONSTRUCTION AND CONSTRUCTION MONITORING OBLIGATIONS OF T H SSSEECT HABITA� ) MONITORING BIOLOGIST MAY (MAY ALSO THE HABITAT MANAGER SHALL MAINTAIN THE INTEGRITY OF THE CONSERVED HABITATS IN THE RSEBP PRIOR TO AND DURING CONSTRUCTION. IN ORDER TO FULFILL THAT RESPONSIBILITY, THE HABITAT MANAGER SHALL: 1 BE HIGHLY FAMILIAR WITH THIS HMP AND SUPPORTING DOCUMENTATION. 2 BE RESPONSIBLE FOR ALL MATTERS AS NOTED IN THIS W. 3 MAINTAIN ALL DOCUMENTS TRANSFERRED BY T019 EY PACIFIC CORPORATION (AS NOTED ABOVE) AND BE KNOWLEDGEABLE OF THE RESOUA;FS AND THEIR LOCATIONS ADDRESSED IN THESE REPORTS. 4 BE RESPONSIVE TO ANY COMMUNITY CONCERNS OR PROBLEMS REGARDING OPEN SPACE 5 DOCUMENT ALL FIELD VISITS NOTIFY THE CITY RSEBP CONTACT IN A TIMELY MAMER OF ANY CONCERNS O? PROBLEMS AND IDENTIFY POTENTIAL SOLUTIONS. 6 COORDINATE WITH THE HABITAT MANAGERS OF ADJACENT PROPERTIES ON MANAGEMENT PRACTICES AND TASKS RELATED TO PRESERVATION AND MAINTENANCE OF THE SUBREGIONAL OPEN SPACE SYSTEM. SPECIFICALLY, THIS SHALL INCLUDE ACTIVITES SUCH AS REMOVAL OF EXOTIC AND PEST SPECIES AND ENSURING COMPATIBILITY WITH THE OVERALL OPEN PACE MANAGEMENT PLAN TO BE PREPARED FOR THE CITY AS PART 7 SHOULD CONSTRUCTION ACTIVIT ANY DEBRIS WITHIN THE RSEE CLEANED UP TO THE SATISFAI THE CITY OF ENCINITAS AND ADDITIONAL HARM CAUSED BY 3. TION( IS 10181,104t♦t� ?dlA NOTE.• FOR STREET GRADING 6 UTILITY INSTALLATION DETAILS PROPOSED PER T.M. 89 -031, SEE GRADING PLAN 6242 -G AND CS -327. A. NP.29375 Exp. 3131113 OPEN SPACE OPEN SPACE PERMANENT OPEN SPACE FENCING 9� w PERMANENT OPEN SPACE FENCING OOC.; ;Z orr-07MO99' /.jC3C_: !'�- %-S -O`Z STATE WATER RESOURCES CONTROL BOARD Jn� N.O.I. WJDID. NO. 9- 37C313367(06/1?/Z000) �1TFDFCA�IFOQ�`! REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE DESIGNED BY DRAWN BY CHECKED BY ,1 TGL TGL JA APPROVALS' Iv „./ s)4aaT C= OF ENCIlGTAS ENGaMMMG DEP"Ild NT DRAwmG NO. AmEO SHEET 1A /2 COUNTY BENCH MARK H -0028 PL 7S PREPARE UN R THE SUPERVISION OF RECOMMENDED APPROVED GRADING PLAN FOR: 1.1 MI. S.W. HEDGES DAM, 15' N LY T HORIZONAL N/A CITY OF ENCINITAS TRACT 89-031 6857—V HO HWY. O BENEATH CONS. FLUME CENTER, DATE: l l `( BY: BY: HOWL CONC. CULVERT. STD. TAB M KD ` R.C.E. N0. 9375 28 ' MAP NO. 14032 1938 -H28 -148. VERTICAL N/A A. CARET EXP. 03 -31 -11 ES DATE: DATE:�l LOTS 1 THRU ELEV.= 148.221, A.M.S.L. TM 89 -031 1 SHEET 1A OF rA1l \1 V EROSION CONTROL NOTES I. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT TON STAVER AT (760) 942 -3255 24 HOURS A DAY. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WOW SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS DMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING OAR TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH R(1N -OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASLES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PrFECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. 7. ALL EROSION CONTROL MEASLES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. B. GRR4 ED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE ENO OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. IIYDROSEED NOTES CONTRACTOR TO INSTALL SOIL BIDER PER CALTRANS SS -05 AND STRAW MULCH CALTRANS SS -06. HYDRO - SEEDING SHALL BE INSTALLED PER CALTRANS STANDARD SS -04 AND AS PRESCRIBED IN NOTES 1-5 BELOW. IF CONFLICTS BETWEEN HYDRO- SEEDING NOTES BELOW AND CALTRANS STANDARD SS -04 ARE DISCOVERED, CONTRACTOR SHALL NOTIFY CITY OF ENCINITAS GRADING INSPECTOR PRIOR TO INSTALLATION. 1. HYDRO- SEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRAOEO 6:1 (HORIZONTAL TO VERTICAL OR STEEPER WHEN THEY ARE: A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS. B. FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS SLOPE IS NOT SUBJECT TO EROSION DIE TO M EROSION RESISTANT CHARACTER OF THE MATERIAL AND APPROVED BY THE CITY ENGINEER. 2. IRRIGATION SHALL BE PROVIDED TO MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUN LEVEL FOR THE GROWTH OF THE HYDRO -SEEDED GROWTH. 3. HYDRO-SEEDING MIX SHALL CONSIST OF ALL THE FOLLONIN& A. SEED MIX SHALL CONSIST OF NO LESS THAN, 1. 20 LBS PER ACRE OF CUCAMOJGA BAOMF 2. 4 LBS PER ACRE OF TOMCAT CLOVER 3. 8 LBS PER ACRE OF SMALL FESCUE B. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE "SITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO OR PRINTED ON SAID CONTAINERS. C. NON -PHYTO -TOXIC NETTING AGENTS MAY BE ADDED TO THE HYDRO-SEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. D. TYPE i MACH APPLIED AT THE RATE OF NO LESS THAN $000 LBS. PER ACNE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. W-EN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. 4. AREAS TO BE HYDRO -SEEDED SHALL BE PREPARED PRIOR TO HYDRO - SEEDING BY.' A. ROUGHENING THE SUFACE TO BE PLANTED BY ANY OR A COMBINATION DE° 1. TRACK NALKING SLOPES STEEPER THAN 6:1. 2. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM "1" ABOVE. B. CONDITION THE SOIL SO THAT IT IS SUITABLE FOR PLANTING BY.' I. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAME BUT NOT SATURATED, SEED BED. 2. THE ADDITION OF SOIL AMEA061ENTG PH ADJUSTMENT, LEACHING, OR COVERING SALINE SOILS TO PROVIDE VIABLE. CONDITIONS FOR GROWTH. 5. HYDRO- SEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A V1603OIS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR FOR AREAS WHERE HYDRO- SEEDING IS THE PERMANENT LANDSCAPING UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED. DRAINAGE NOTE THE DEVELOPER SHALL EXERCISE SPECIAL CARE DURING THE CONSTRUCTION PHASE OF THIS PROJECT TO PREVENT ANY OFFSITE SILTATION. THE DEVELOPER SHALL PROVIDE EROSION CONTROL MEASURES AND SHALL CONSTRUCT TEMPORARY DESILTATION /DETENTION BASINS OF TYPE, SIZE & LOCATION AS APPROVED BY THE ENGINEERING SERVICES DIRECTOR. THE 6ASINS AND EROSION CONTROL MEASURES SHALL BE SHOWN AND SPECIFIED ON THE GRADING PLAN AND SHALL BE CONSTRUCTED TO THE SATISFACTION OF THE ENGINEERING SERVICES DIRECTOR PRIOR TO THE START OF ANY OTHER GRADING OPERATIONS. PRIOR TO THE REMOVAL OF ANY BASINS OR FACILITIES SO CONSTRUCTED THE AREA SERVED SHALL BE PROTECTED BY REMOVAL OF ANY BASINS OR FACILITIES, SLOPE EROSION CONTROL MEASURES AND OTHER METHODS REQUIRED OR APPROVED BY THE ENGINEERING SERVICES DIRECTOR. THE DEVELOPER SHALL MAINTAIN THE TEMPORARY BASINS AND EROSION CONTROL MEASURES FOR A PERIOD OF TIME SATISFACTORY TO THE ENGINEERING SERVICES DIRECTOR AND SHALL GUARANTEE THEIR MAINTENANCE AND SATISFACTORY PERFORMANCE THROUGH CASH DEPOSIT AND BONDING IN AMOUNTS AND TYPES SUITABLE TO THE ENGINEERING SERVICES nrmr nn SAN DIEGO GAS & ELECTRIC PERMISSION TO GRADE AND CONSTRUCT VWFROVEMENTS PERMISSION IS HEREBY GRANTED TOTORREY PACIFIC CORPORATION A CALIFORNIA CORPORATION (PERMITTEE). TO GRADE AND CONSTRUCT IMPROVEMENTS AS SHOWN ON THESE PLANS WITHIN SAN DIEGO GAS 6 ELECTRIC COMPANY S EASEMENT (S) SUDECT TO THE FOLLOWING CONDITIONR 1. SU3MMITTALS: 1.1. PERMITTEE AGREES TO SURLY SDG&E WITH 'AS BUILT' GRADING, IMPROVEMENT AND PROFILE PLANS TO SOG&E SPECIFICATIONS, IF REQUESTED. 1.2. PERMITTEE AGREES TO SUBMIT FOR REVIEW AND APPROVAL A BLASTING PLAN PRIOR TO BLASTING IF BLASTING IS REQUIRED. 2. PRE- CONSTRICTION MEETINGS: SOG&E S LAND MANAGEMENT REPRESENTATIVE ILK MAST BE INVITED WITH AT LEAST THREE (3) WORKING DAYS PRIOR NOTICE. 3. GRADING 3.1. AT LEAST TWENTY -FOUR (24) HOURS NOTICE MUST BE GIVEN TO SOG&E S LMR BEFORE START OF WORK. 32. FIELD CHANGES TO PLANS WITHIN SAID EASEMENT MALL BE APPROVED IN WRITING BY SOG&E LMR. 3.3. PERMITTEE IS RESPONSIBLE TO CALL DIG ALERT AT 811 FOR ALL LfflERGfUM MARK -OUT LOCATIONS. 3.4. CLEARANCE OF (35) FEET MINIMUM BETWEEN THE SDG&E ELECTRIC TRANSMISSION WIPES AND THE NATURAL GROUND SHALL BE MAINTAINED ON ANY GIVEN DAY, NOTING LIVE SAGS VARY DEPENDING ON AMBIENT TEMPERATURE AND LINE CUNT. ALL REQUIREMENTG INCLUDING BUT NOT LIMITED TO OSHA, CAL -OSHA, ANSI, NIOSH, AND NEC FOR CLEARANCES WHEN WORKING AROUND ENERGIZED ELECTRICAL FACILITIES MUST BE MAINTAINED. 35. NO GRADING SHALL BE ALLOWED WITHIN TEN (10) FEET OF A SINGLE WOOD POLE STRUCTURE OR ANCHOR WITHIN FIFTEEN (15) FEET OF MULTI -WOOD FOLEG WITHIN TWENTY (20) FEET OF STEEL LATTICE TONERS OR WITHIN THIRTY (30) FEET OF STEEL POLES. 3.6. SDG&E RESERVES THE RIGHT TO INSPECT AND PERFORM QUALITY CONTROL WORK DURING CONSTRUCTION. 4. SPECIAL CONDITIONS: 5. EROSION CONTROL: 5.1. ALL DISTURBED AND CREATED SLOPES WITHIN THE SDG&E TRANSMISSION EASEMENT, SHALL BE HYDRO- SEEDED OR PLANTED BY PERMITTEE WITH AN SDG&E APPROVED MIX. 52. ALL DRAINAGE SHALL BE DESIGNED TO PREVENT EROSION OF SOG&E EASEMENT AND ACCESS ROADS. 6. STORAGE.' THIS PERMISSION TO GRADE LETTER DOES NOT PERMIT STORAGE OF EQUIPMENT, MATERIALS, DIRT OR DEBRIS ON THE EASEMENT OR SOG&E FEE OWED PROPERTY. 7. ACCESS: 7.1. ACCESS TO ALL SOG&E FACILITIES SHALL BE MAINTAINED AT ALL TIMES. ALL COSTS ASSOCIATED WITH RESTORATION OF ACCESS AND ALL ASSOCIATED DAMAGES SHALL BE BORNE BY PERMITTEE. 72. ALL GATES SHALL PROVIDE FOR SDGGE ACCESS BY PADLOCK, LOCK -BOX OR KEYED BYPASS BOTH DURRING AND UPON CD+PLETION OF CONSTRUCTION. LOCATION AND CONSTRUCTION OP GATES TO BE APPROVED BY SDG&E LMR. B. OUTSTANDING AGEEMENTS: PER41TTEE AGREES TO PAY FOR SIGN AND /OR HAVE SIDED ALL CONSENT AGEEMENTG CONSENT TO USE LAND AGREEMENTS AND /OR JOINT USE AGREEMENTS BETWEEN SOG &E AND OWNER OR PUBLIC AGENCIES WHO ENCROACH UPON TIE SOW EASEMENTS. SAID AGREEMENTS WILL BE SUBJECT TO THE REVOCABILITY CLAUSE AS STATED k' THE CALIFORNIA PUBLIC UTILITIES COMMISSION GENERAL ORDER 69-C AS SHOWN ON WEB SITE HTTP IIWW!r.CPKC.CA.GOV /PUBLISHED /GRAPHICS /645.POF. 9. INIEMVIFICATIONk 9.1. PERMITTEE AGREES TO ASSUME ALL RISK OF LOSS, DAMAGE TO PROPERTY AND /OR INJURY AND /OR DEATH TO PERSONS AND TO INDEMNIFY AND RED SDG&E HARMLESS FROM ANY AND ALL LIABILITY IN ANY WAY ARISING FROM THE PROPOSED GRADING OR CONSTRUCTION OF IMPROVEMENTS. 92. SOG&E SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR ANY MAINTENANCE OR REPAIR OF THE PROPOSED GRADING OR IMPROVEMENTS. THIS INCLUDES, BUT IS NOT LIMITED TD, DRAINAGE AND /OR EROSION PROBLEMS OR DAMAGE CAUSED TO IMPROVEMENTS THAT WERE NOT CONSTRUCTED TO TAKE THE WEIGHT OR ACTIVITIES OF VEHICLES AND EQUIPMENT OWNED BY OR WORKING ON BEHALF OF SDG&E. 10. TERMS AND CONDITIONS: THE TERMS AND CONDITIONS OF THIS APPROVAL SHALL BENEFIT AND BIND PERMITTEE ITS SUCCESSORi ASSIGNS, AGENTS OR CONTRACTORS. 11. CONTACT. COLLEEN FINO, 858 - 637 -7989. •y N. r ! �, �. ..L . ! a r• ! - ! 1,• a ! r I No-; ! -•! SHOWING THE PERMIT MAIBER FOR THIS PROJECT SMLL BE FILED WITH THE CITY OF 7 N FECEIVED. 1 •I:1 1. 17• .C:C! ;► UBS r ! ' t PORTION /. THE • !. , �&, f�.. llitvez- E CF-NAY 50' MIN. e" MIN. PROFILE ••r a ".r ".. r aS ll / /7I kr•. ! STABHJ2 ED CONSTRUCTION ENTRANCE POSTS 1. SET , M . (10 ,. POSTS. fMW , ALMS RE LIW OF POSTS. �t / 4 IN I I� 3. ATTACH RE FILTER FABRIC BACKFILL AhO COMPACT TtE 1• a N , a a, � n kri 1 , • III„Ia / STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTIONACTIVMES CUTE WASHOUT CONTRACTOR NTALT ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO NASH CONCRETE, SLURRY, MORTAR( STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. COMSTRECTIOR SITE ACCESS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AAA INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND /OR CORRUGATED STEEL PANELS/PLATES. CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORCRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING VEHICLE REFUELING AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. EROSION CONTROL 030SIOV CONTROL MIST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS ADEQUATE GROUND COVER VEGETATION( AND BONDED FIBER MATRIX. �� fA' PL• i�[!; �`/ L�! Z�1. n! IDu�L[l i��I�YI�J ►islL "i?11e;►,H'1�lieL "ice ".��y1;'?;1� DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHAAMIS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID LINECESSARY REMOVAL OF THE NATURAL GROUND COVER. DD NOT REMOVE TREES OR -9-PUBS UNNECESSARILY.° THEY HELP DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED ON SLOES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLAAffED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST- GRONING ANI,^NUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE ONCE EXCAVATION AND GRADING ACTIVITIES APE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON -SITE CONSTRUCTION MATERIAL STORAGE STIED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STAR= THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAIN`ENT FOR ALL FUEL STIED ON -SITE. CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER (S) AND THE PRDNE CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT WASTE MANAf,FA9FNT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNKUSEO CONSTRUCTION MATERIALS. OWING OF (UNUSED OR WASTE PRODUCTS ON THE GROUP WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. NO SEEPAGE FROM DUPSTERS SHALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES SHALL BE PLACED AROUND DUPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUPSTERS WITHOUT LIDS SHALL DE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARES IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. MANY CONSTRUCTION MM47ERIALZ INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE WOOD) AND CLEARED VEGETATION CAN BE RECYCLED. NON-RECYCLABLE MATERIALS MIST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 7114 -1195. FOR DFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. POLLUTANTS SHALL BE KEPT (OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. PORTABLE TOILETS MUST BE IN GOLD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STOPMORAIN INLETS ON PERVIOUS SURFACES. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORCRAIN. CONTRACTOR MST ROUTINELY CHECK AND CLEAN OP MMATEPTAL THAT MAY HAVE TRAVELED AWAY FROM MM CONSTRUCTION SITE. FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASL ES AND FEQUIFEhENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633-2770. SILT PENCE WII K., WffF FT 10.9 Rip MIN. ;r., hv,y z ►' ,' r�.,, ;r.cL NAY WITH M r r ,••m GRAVEL BAGS 30" 6-:. �p "x 2" LAG X1/4 " STEEL FOOT 3" TRAFFIC PLATE e c = d 6„ s a s ti a � s a a a s a a a s a a a a s a 4" 560 -C -3250 CONCRETE SECTION A -A B MIN ® DG TRAIL ° B �r u i FLOW 2' 0/C FLOW FLOW ip 3.2 '° x 2 °' LAG TYPE 'B" VEGETATED BOLTS (TYP.) SWALE. SEE DETAIL A 11 SHEET 2E PLAN VIEW NO SCALE MODIFIED CURB OUTLET PER D-25 NO SCALE cunwai JP� EARTHEN BERM SECTION A -A 0Q=57' NO SCALE Ej x J� B i CONSTRUCTION DMP LEGEND DESCRIPTION QUANTITY SYMBOL STABILIZED CONSTRUCTION ENTRANCE SILT FENCE -X X- GRAVEL BAG 00000000000 LEGEND SUBDIVISION BOUNDARY - LOT LINE LOT NUMBER APN NUMBER 264 - 590-01 PAD ELEVATION PAD587,0 EXISTING EASEMENT - - - - - CENTERLINE OF RIGHT -OF -WAY - RIGHT -OF -WAY PROPOSED PAD LIMIT OF GRADING W W CUT /FILL LINE F C PCC BROW DITCH PER D -75 TYPE B OR D MODIFIED ROCK LINED BROW m=> =Z_�> DITCH PER D -75, TYPE B OR D EXISTING CONTOUR -- -- 700° -- - PROPOSED CONTOUR 700 8'x20 K5 112" CONC AT DWYS a (HEAVY BROOM BURSHED FINISH) PROPOSED TRAIL ROCK RIP -RAP PROTECTION PROPOSED SPOT GRADES I- FG 700.0 PROPOSED FILL SLOPES (PER PLAN) PROPOSED CUT SLOPES (PER PLAN) FOR STREET GRADING & UTILITY INSTALLATION DETAILS PROPOSE"I PER T.M. B9 -031, SEE GRADING PLAN 6242 -G AND CS -327. (NOTE: FIBER ROLL IS NOT REQUIRED IF BERM IS PLACED ADJACENT TO THE HARDENED PROPERTY ENTRANCE.) SLOPE C =PAD ELEV. ELEV. "A" FIBER ROLL ELEV. "A" C C C z 1' =PAD ELEV. z GRADING PAD INDICATES- $��,` DRAINAGE LOOP PAD ELEV. -----2585.7 55.7 RTES C C �A « LORI # SECTION A -A IA. ROCK 0 FIBER ROLL URB SLOPE SECTION B -B HARDENED SURFACE-/ 4A GL STREET N H WHERE PRACTICAL LOW POINT AT STREE (T.C. ELEV. PER PLAN) fn NOTES.- (NOTE BERM IS NOT NEEDED IF 1. ELEV. "A" IS TO BE DETERMINED FOR THE MOST REMOTE THE SIDE IS A CUT SLOPE.) CORNER OF THE LOT FROM DRAIN PT. 9 ( SWALE). "A " = "B" x 1% x 1/2 THE PERIMETER OF THE LOT. SECTION C -C 2.MIN. 1% SWALE TO STREET OR OTHER DISCHARGE POINT OF LOT. 3.ALL SLOPE SURFACES TO BE PROTECTED BY APPROVED EROSION CONTROL. TYPICAL LOT GRADING & PERIMETER PROTECTION DETAIL NOT TO SCALE AS BLMT MASCO LAKE 1 �� °,P��S A.�49��y� & ASSOCIATES w No. 29375 m CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING or Ex p. 03/31/15 :0 JAMES A. LARET DATE �� 535 North Highway 101, Ste A, Smarms Beach, CA 92075 Sp- CIVIC- � R.C.E. NO. 29375 ph 858.259.8212 9 fx 858.259.4813 I plaaengineesing , com �= OF CALIF EXP. 03131115 REVISIONS APPROVED DATE REFERENCES DATE BENC B MARK SCALE SAND & C CO• DESITGL BY DRA GLBY CHECKED BY APPROVALS C= OF ENCINUAS FNGHSIF :RYNG DEPARTMENT DRAWING NO. AIDE!) SHEET 2A AA A^ 411.3 COUNTY BENCH MARK H -0028 PLANS PREPAREp UN R THE SUPERVISION OF RECOMMENDED APPROVED GRADING PLANS FOR �+�� j� A �1 G Q4/eil -__ Z _- 1.1 MI. S.W. HEDGES DAM, 15' C TE HORIZONAL 1 " =40' �°� `�0� /l ®��rlrCJlrl11`11J TRACT 89-031 6857 ®G OF C/L HWY. BENEATH CONK. FLUME CENTER J/r DATE:' Z° BY: BY: HOWL. CONC. CULVERT, STD. TAB MXD REVIEWED BY: COLLEEN FINO - - -- R. C. E. N0. 29375 DATE: DATE: ��! � r�+3 T p MAP 1938 -H28 -148. VERTICAL 1 " =10' LARD MANAGEMENT REPRESENTATIVE ES A. LARET "f "�t/ -(3 L 01 iJ 1 lJ 2Q9 ®. 14 032 ELEV.= 148.221, A.M.S.L. NGVD29 EXP. 03 -31 -15 vel m Frw ,a /nwrus Mw nerE rK .GrMlen"r TM 89 -031 SHEET 2A OF 3-1 _�j PC6 PER BROWI DITCH D-75� X5 RIFF -RAP PER BACKING WI'FIL CLOTH. MAP Nlo-14033 C) PCC BROW DITCH BROW PER D-75 - A311 DAYLIGHT OR ROCK;LINEb LINE 26�590-20 -,-606, -7,�i i Fv BROW 'DITCH PER D OpENsPACEAREA n1701STURBED-- PCC BROW DITCH NOT"w"I 4L 264-�" PAD 564.0 0 GRADING (TYP) A6 562.2" SEDIMENT BASIN' PCC BROW 61TC4 PER DETAIL iSHEIFT 59 STORMWATEP PCC BIRO DITCH PER D-75 �c PER D-75- 5'x5' ROCK -RAP 2W590-05 RIP PER C40 GR01m NO. 2 BACKING W1 T8A T= TMIT FP PAD 573.0 CLOTH. T=2' i(TYP) ZT"Amx- : : I TIMIT (TYP. 5�4.\O ell ............. 14 "-FS 570.8 FG"573 0 594 TG 592 MAX. DAYLIGHT IE 546.7 T�Z LIN 264690-N,� PCC vy PAD 574.5 BROW DITCH DA YL IGHT PER 0-75 __ _DAYLIGHT FG 574.5 4ICq BROW DI DA-W Z66T )I FG r LLINE v PER ATER SEbb ENT BASIN- 3 FG 5773 BROW DITCH F DETAIL' SHEET 5B, X, -PCC I 1 21' PER -D-15 - x PCC ORROCK 2&-5!943 F TG, 563.5 LINED BROW PAD 5, 733 -- - 590-402 264-590-01 1E .7 -75 PAD R TICH -PER D I , �179.5 FS 551'.7- FG 575.0 1�-F6,�i 1 71.. 5, �G 579.5 --FG 569.0 EMMNGOMWD FS 690.6 \DAYL14i WATMTANK LINE FS 79 4 F6 587.0 S 590% 2&-590-23 F I TW &14�0_ I-j BW 56 GRAPHIC SCALE 1"=40' 4"' 582.0- o 40 80 120 592.0 Fs z 54910 547P • -2 EASEMEWNOPIES LOT 33 RESERVED AS A PRIVATE ROAD AND PUBLIC UTILITY EASEMENT PER MAP 14032 PROPOSED PRIVATE 12RATN4GE EASEMENT IN FAVOR OF HOMEOWNERS ASSOCIATION PER MAP 14032 EASEMENT FOR PUSLIC ROAD AND PUBLIC UTILITY PURPOSES IRREVOCABLY OFFERED TO TIE CITY OF ENCINITAS PER MAP 14032 20' WIDE EASEMENT FOR RECREATIONAL TRAIL RFIPOSES PER MAP 14032 PUBLIC SEWER EASEMENT TO TIE CARDIFF SANITATION DISTRICT PER MAP 14032 EASEMENT FOR R641ESa EGRESS� AAA PUEILIC 'UTILITY ARPOSEa--T6' TIE OLIVENHAIN MUNICIPAL WATER DISTRICT �PERIMAP 14032, R5 EASEMENT FOR BIOLOGICAL OPEN SPACE�'PER MAP, 14032 9.6 EXISTING EASEMENT FOR WATER PIPELINE PURPOSES TO TIE OLIVEN4AIN MUNICIPAL WATER DISTRICT PER DOCUMENT RECORDED DECEMBER 7, 1982 AS FILE NO, 374421 OF OFFICIAL RECORDS EXISTING EASEMENT FOR WATER PIPELINE RA9POSES TO THE GLIVEWAIN MUNICIPAL WATER DISTRICT PER DOCLMENT RECORDED DECEMBER Z 1962 AS FILE NO. 82-374421 OF O.R. EXISTING EASEMENT FOR POLE LIMES AND LNMWOM CONDUITS TO SAN DlEC70 GAS & ELECTRIC COMPANY PER DOCUMENT RECORDED FEBRUARY 11, 1954 IN BOOK 5138, PAGE 321 OF O.R. 10- WIDE EASEMENT FOR RECREATIONAL TRAIL PURPOSES PER MAP 14032 PUBLIC SEWER EASEMENT OVER ALL OF LOT 33 TO TIE CARDIFF SANITATION DISTRICT PER MAP 14032 EXISTING EASEMENT FOR UNDERGROUND UTILITIES TO AIRTOUCH CELLULAR PER OOCLWNT RECORDED JANUARY 31, 1996 AS DOCUMENT NO. 1996-0049072 OF O.R. F2-91 10' WIDE EASEMENT FOR INGRESS AAA EGRESS AAA PLBLIC UTILITY PURPOSES TO TIE OLIVEMAIN MUNICIPAL WATER DISTRICT DEDICATED PER MAP 14032 AS BUILT W -'6 R7 r 5k, L C-1Z C) ZA-D Q t'u W _-j -(n IL .. Lq Lr) La - � 'I' I.-, to L -Z8 - .6 -Z � 6 co S U�, �,�-,-M-tLj,�O\ - , 1, 10 ul INN m jpm-m� 0 Cb Lu I'm Lu M.Lu u') b.- Lu &0 A jo LL -t�L zEn C-u 16- Ix t;L 11 C\j -J,-- 4 y Z E(3 -i it Api E0 �Il! �u N 590 Q Lu A i -AX Z CX- 0 Z It m 0- --- FUTURE 10 VATE A4,4 FRI qg, - - EASEMENT TO -BE-WCOROED -uj ki �1 TLY =WITR -SALE OF, --------- PROPERTY aH -j En, k PC Ef) 0 Lu Ca DRIVEWAY NOTES: 1. ALL DRIVEWAYS SHALL BE CONCRETE (HEAVY BROOM BRUSHED) WHERE DRIVEWAYS CROSS RECREATIONAL TRAILS. TRAIL ESMT. 20' 2. THE WIDTH OF ALL DRIVEWAYS SHALL BE A MINIMUM OF 16' PAVED. TRAI 3. THE MADE OF ALL DRIVEWAYS SHALL NOT EXCEED 20%. 8' PEC, L IS -_12' , NOTES: FOR EXACT LOT AND SUBDIVISION BOUNDARY DIMENSIONS, SEE SUBDIVISION MAP No. 14032. FOR OFFSITE AND ONSITE STREET GRADING AND PUBLIC UTILITIES SEE 6242-G & CS-327. 5.5" MIN. PCC PAVEMENT OR PER—' L 6'X15" PCC FLUSH CURB SOILS ENGINEER'S RECOMMENDATION (TYP.) V 5.5" MIN. PCC PAVEMENT OR PER SOILS ENGINEER'S RECOMMENDATION WMLI"S TERRACE DRIVEWAY CROSSING DETAIL NO SCALE JAMES A. CARPET DATE R.C.E. NO. 29375 EXP. 03131117 NEW SHEET sm mm GAS & inx L-mc CO. DESIGNED BY DRAWN BY '___��CKED BY REVISIONS APPROVED DATE REFERENCES DATE BENCIINMRIC SCALE TGL 7 TGL AL APPROVALS ADDED- SHEET 3D � ; I 2 ------ COUNTY BENCH MARK H-0028 P S PREPARE UNDER THE SUPERVISION OF RECOMMENDED APPROVED -- 1.1 M1. S.W. HODGES DAM, 15' NLY OF HORIZONAL CIL HWY. BENEATH CONC. FLUME CENTER, DATE: 1-23-)7 BY: BY. 4A . v HOWL. CONC. CULVERT, STD. TAB MXD REVIEWED BY: DATE 1938-H28-148. VERTICAL 1=10, COLLEEN FINO R. C. E. NO. - 29375 DATE: --- DATE. 1/2/17 ELEV.=148.221, A.M.S.L. NGVD29 LAND MANAGEMENT REPRESENTATIVE EXP. 03-31-17 L/ --L7 Al 29 00 J -4 Ul Cvj cc Ih r, Ica K iz I.- I- iE 11, W Rx 61 V z LL cc C:I 7 H mKI�4 rl C3 inn U Im Wr T 569,5 \1 PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 859.250.8212 1 fx 858.259.4812 1 pisaengineering.com A. No. 29375 Exp. 03/31/17 -��AD PROPOSED PRIVA TE & PUBLIC UTILITIES PEP -GRADING-PLAN 6242-G & PUBLIC SEWER PLAN CS 327 EX:- 2--4"-" STEEL OMWD UNIT 8 PIPELINE EX. 27 STEEL OMWD UNIT -E K IPELINE --L7 Al 29 00 J -4 Ul Cvj cc Ih r, Ica K iz I.- I- iE 11, W Rx 61 V z LL cc C:I 7 H mKI�4 rl C3 inn U Im Wr T 569,5 \1 PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 859.250.8212 1 fx 858.259.4812 1 pisaengineering.com A. No. 29375 Exp. 03/31/17 C= OF ENCORTAS ENGRiMUNG DEPARTMENT DRAWING NO. GRADING PLANS FOR CITY OF ENCIWTAS TRACT 89-031 6857-G LOTS 1 THRU 200, MAP NO. 14032 1& -- I TM 89-031 JSHEET 3D OF -Ni EX. 24" STEEL OMWD UNIT B PIPELINE r—EX. 27" STEEL OMWD UNIT K PJPELINE 0 ru, SEE SHEET 5D to to E2 12 lull \\44,rf R v�h il N I I(A Uk 1 VI R \OUVIk IN�h fl + +L - L 1 2 4z .4, 111 �1 T (TYP) t WF1 W PROPOSED PRIVATE ROAD & PUBLIC UTILITIES PER GRADING PLAN 6242-G & PUBLIC SEWER PLAN CS 327 ice® F 7� 2 I I - A TW1743.0" 126 IXN 7,!�r.o _LO 2 f TW 0 DOSED 8 WA Tb; 1'614,739.0 ;fR 6,60.0 ILINEPER PLAN 6249-6 lwfoo�e LTiW6:54:0 W 17W 743.0 PC 66 0 C-114 ;/Zz�o PE -7 - 610�0 743. 0 / - I /I , / (� / W f)56.0 IDAYLIGHT,' / / , 11 1 LINE FS 4 d /#12 L LH f-r CKW. P U775 / PER D 2 BACKD f4O 0 z264-)S W1 FIL CLOTK T-P�21,Typj/ 665.2 2 PCC OR PAD L PCC ROCK 017 L B14=6901, TCH'PER D 1101 DAYLIGHT /—PCP' W", 0. PER U-/5 • PAb7W.Q" LINE /it P 700. IkTAL WALL, ]7/' PCC BRO M, %Ar r I DITCH PER D-75 F =694.0 264,590-07 A T& 694.5 FAD 6655/ IE 660.; D776 X Rod" Ul PER GRADING , ISED 6 PVC LIMIT (TYK "LIGHT 50 WATER MA INI it T� LINE �*E 7) PER FGI,6760,, f (4t -RAP PER z F42-�r 5'x5' ROCK RIP O�40, NO BACKING W/ FILTER TW,�667. 2 BACK1 X CLOTH. T=2' (TYP) =68 W=68, STORMWATER BIORETENTION Z FG 664Z- z IMP SEDIMENT BASIN (TYP) F9 -696.�, PER DETAIL SHEET 76 TG 708.5' 1E 704.7 OUTLET PIPE— TO DITCH 1E 704.2 PCC BROW DITCH, 2"-590-20 PER D-75 (TYP. PAD-672-5 FG 671-1 \—PG 672 5 60d r OR 40C PCC BIORETE-N STORMWATER SEDIMENT BASIN LIMA TION PER DETAIL SHEET 5B A SEDIMENT BASIN (TYP) HN9 D Z DETAIL SHEET 7B G 6725 TG 6895 IE X 685.7 EASEM ENT N07ES FUTURE 5 RIVATE DRAINAGE 5'x5' POCK PIP-PAP PER D- Is EASEMENT,70 BE RECORDED 40, CONCUPWNTLY WITH SALE OF FA] PRIVATE ROAD AND PUBLIC UTILITY EASEMENT PER MAP 14032 FG 64B.0 NO. 2 BACKING W/ FILTER /j/ CLOTH. T=2' (TYP) f 656 nB PROPOSED PRIVATE DRAINAGE EASEMENT IN FAVOR OF HOMEOWWRS z , Tr, 6�7 NOTE TO CONTRACTOR SHOW TG' 657.5 PW '1 .5 ASSOCIATION PER MAP 14032 DI CH 'IE 653,7 a TR tTOR SHALL FORM PCC BROW DITCH TO ENSURE RWF IS DIRECTED -24. ROAD TO PRIVATE PROPERTY ON LOTS Z 10, 12 ni EASEMENT FOR PUBLIC ROAD AND UTILITY PLR70SES IRREVOCABLY I OFFERED TO THE CITY OF ENCINITAS PER MAP 14032 PCC OR ROCK /Z, LINED BROW -6A YLIMT PUBLIC SEWER EASEMENT TO THE CARDIFF SANITATION DISTRICT DITCH PEP D-75 PER MAP 14032 LINE 3 b.6 EASEMENT FOR INGRESS, EGRESS AND PUBLIC UTILITY PURPOSES TO THE OLIVEMAIN MUNICIPAL WATER DISTRICT PER MAP 14032 Z OPEN SPAIN Alk 5'x5' ROCK RIP-RAP PER D-40, --<- NO. 2 BACKING W/ FILTER EASEMENT FOR BIOLOGICAL OPEN SPACE PER MAP 14032 CLOTH. T=2' (TYK NOT TOM. DISTURBED -264- /I I'll 590-M n6 EXISTING EASEMENT FOR WATER PIPELINE PURPOSES TO THE IPAD 648.0 OLIVENHAIN RNICIPAL WATER DISTRICT PER DOCUWNT RECORDED STORMNATER SEDIMENT BASIN 3 MAY a 1961 AS FILE NO. 76606 OF O.P. PER DETAIL SHEET 5B ---- --- 30 5 n7 EXISTING EASEMENT FOR WATER PIPELINE PURPOSES TO TRE TG 661.5 645z OLIVEWAIN MUNICIPAL WATER DISTRICT PER DOCUMENT - 31 RECORDED DECEMBER 7, 1982 AS FILE NO. 374421 OF OFFICIAL 1E 657.7 RECORDS 'PCC OR ROCK 1-4] EXISTING EASEMENT FOR POLE LINES AND MERGUAD CONDUITS L D rWD_7�5 4 5' 5' TO SAN DIEGO GAS & ELECTRIC COMPANY PER DOCUMENT RECORDED MCI, FEBRUARY 11, 1954 IN BOOK 5138, PAGE 321 OF O.R. PCC OR ROCK � I FL I " LINED BROW, 63 F 26] PRIVATE ROAD & PUBLIC UTILITY EASEMENT OVER LOT 33 FOR DITCH PER D-75 --- --- FL FL THE BENEFIT, USE AND ENJOYMENT OF P.M. 11725 PER DOCUMENT RECORDED 4-5-00 AS DOC. NO. 2000-0172441 OF O.P. PCC BROW DITCH PER D-75, z F2-2] PUBLIC SEWER EASEMENT OVER ALL OF LOT 33 TO THE CARDIFF PCC BROW DITD� SANITATION DISTRICT PER MAP 14032 5 �6' ROCK RIP--RAP EXISTING EASEMENT FOR MERGIUM UTILITIES TO AIRTOUGH FUTURE 5' PRIVATE DRAINAGE PER D-75 NO. 2 BACKING WITH EASEMENT TO BE RECORDED FILTER CLOTR T=2' CELLULAR PER DOCUMENT RECORDED JANUARY 31, 1996 AS DOCUMENT 5 56' ROCK RIP-RAP CONCURRENTLY WITH SALE OF NO. 2 BACKING WITH NO. 1996-0049072 OF O.R. PROPERTY FILTER QLOTK T=2' 6"x1B" PCC SILL AT CONSTANT ELEVATION CxM" PCC SILL DETAIL STORMNATER SEDIMENT BASIN 'x51!,90CK R;PLRAPPER16-4a NO SCALE PER DETAIL SHEET 5B NO� 2 BACKING WI-FILTER -CLOTH. T=P fTYP) TG 627.5 GRAPHIC SCALE -T E 623.7 6"x18"x40' PCC SILL AT ELEVATION 619.0 1 1000 1000 1000 1000 NONE ?m WITH ROCK RIP RAP BOTH SIDES, 7 SEE DETAIL THIS SHEET 0 40 80 120 NOTES: Q�OfESSION AS BUILT FOR STREET GRADING UTILITY INSTALLATION DETAILS s A. t4 PASCO LARET SUITER PROPOSED PER T.M. 89-031, SEE GRADING PLAN 6242-G z AND CS-327. & ASSOCIATES `D No. 29375 m uj m FOR EXACT LOT AND SUBDIVISION BOUNDARY DIMENSIONS CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING Exp. 03/31/17 JAMES A. LARET DATE SEE SUBDIVISION MAP No. 14032. 535 North Highway 101, Ste A, Solana Beach, CA 92075 C1 P.C.E. NO. 29375 -NEW SHEET I ph 858.259.8212 1 fx 858.259.4812 1 plsaenginecring.com EXP. 03131117 OF CKED REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SAN DIEGO GAS & E 11 IR DES DRAWN TGL BY IC CO. TGL 7 JAL BY APPROVALS CITY OF ENCH*UTAS ENGINEERING DEPARTMENT DRAWING NO. I DE ,&-AQQEU_ SHEET 4D 1L4._4tA 2 COUNTY BENCH MARK H-0026 P NS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED GRADING PLANS FOR: 1.1 MI. S.W. HODGES DAM, 15' NLY OF HORIZONAL --l-"-=40-'- CIL HWY. BENEATH CONC. FLUME CENTER, DATE: - I 29_375 By-' BY: my o NcnwTAs TRAcT 89-fin 6857-G ...... HDWL. CONC. CULVERT, STD. TAB MKD REVIEWED BY. DA TE P.C. E. NO. 1938-H28-148. VERTICAL' _1 ---10, COLLEEN FIND DATE: DATE: 2.1211 7 A ELEV.=148.221, A.M.S.L. NGV029 LAND MANAGEMENT REPRESENTATIVE MES A. LARET EXP. 03-31-17 LOTS 1 THR U 28, MAP NO. 14032 VALID FOR 16 MONTHS FROM DATE OF SIGNATURE — TM 89-031 JSHEET 4D� OF 1 Q Q EASEMENT NOTES ❑¢ za w v° d o d d d o d d ¢h oH� W vi ^ v v a ^ v ^ v v ^ v v Q m' a p¢ w ❑¢ p m wW o¢ z a w o m a p p w a ❑ p w ® PRIVATE ROAD AND PUBLIC UTILITY EASEMENT PER MAP 14032 Q. LL WZm H Ltl ¢F-" H1>- ¢h HI- ¢� ¢. W ¢� �i?- �W" ¢f I:y tom- ¢W ¢W y HIS- ¢W ¢W y a_ H a N a H i p� �' J J ' J 1" J W J J a w EASEMENT FOR PUBLIC ROAD AND UTILITY PURPOSES IR FEVOCA13L Y \a a W ¢ \a a w 1� H z m H H W a H Z m 1,� H z m H H W Z m + H a N W OFFERED TO THE CITY OF ENCINITAS PER MAP 14032 3 3 a W � M a t. W W z lL !L a w W z a LL W Z w L., a W.z LI, tL a I- m a i �- Z Q -. (,� h- Q H4 (❑gyp 1- H H a a H f•• a i- H H I- a F- H a a H �•- 1- H a a H F- HO�' ml-Cf1 ('x H I� aj ¢Qw ¢\^ a 3 Z Otyl \^ Q\^ aw Q\^ wCnh aw Q\^ wm�- 'Q -� aw US f- Q Q z z Q 1 ¢i ;> H W a> ¢ a a a 13> Q H 3 ¢ 3 a ¢ Q w �¢ } a ¢ \a 1�1 a . w � ¢ \a ¢ \a a w a 20' WIDE EASEMENT FOR RECREATIONAL TRAIL PURPOSES PER ¢ mm om 1 > otC1 m 1 1 > N- z M ¢ ¢ h- Om ' a z qm ¢ 2 a R .- d. � z oo¢m i F- 9mLl�u1 a zi ' Lu a a Z2 3> a YN mW J Q R,C- ❑H p❑ Nm� H ` H ¢ JW H H ... H( m^ app H 2 Rr' HCS n•C��., H i a a H HG] ¢N H iw a 1_ ZS OLL7 Y-46 WF�"� YlU mz mi--xn z N Q m I a mh-En z �•y 1'y m HZ Z m HZ z z� 2— Q m 1 MF-ul Z N' Nye`_• QU] CLIj MAP 14032 U q F-HQ pU CS p LLI¢ H- Z H may_ (n Q Y �1 H mH- ¢H- Qm ❑ ¢H- mZy H p QVl mH- m((z�� m H ¢ ¢ _ w Z m CC Rm 3W~ 1r1 n ❑ml- U ZW Y(y 1RWJ Q Y.-, H ¢ U W �••+ Q YCYj z ¢ Y H ¢ Z YU WiH YH H ¢_ ¢ WiH H Y Y 3 PER MAP 14032 ¢ a UU ii UU O Y N ¢ J Q p Y ¢ J Q Y N Y ;� ¢p m p ❑ PUBLIC SEI ER EASEMENT TO THE CARDIFF SANITATION DISTRICT H Y H RI Y� YcU Y� OH ❑ ¢ J Q H p OPEN SPACE AREA . g �' •, U i ati �O Qti � N Q� Q1! (r w ' p `� La 1� Y�� 1� t1,�� ,o N Q1'! Q� (a '�w Q 1- 1- H Q I-- h- H Q F- F- H Q I- 1-- H Q U is F- Z W N Q m >- N 2 m 3 W rn U a J HO Q 41- ''1 ¢ m Q p'' o v H-1 R J jx Q~ 3 W W Uri n v °¢ m~ m~ a J 3 W Q v¢ ~ EASEMENT FOR INGRESS, EGRESS, AND PUBLIC UTILITY PURPOSES NOT x ..o ¢ °• m o io o PA SED W 1r�• m m v v °° °° a . J W tom ' m oa Q o n 1-4 Q o o m m a NOT 111 BE h 1-i C? W k ' I ti ` .FEC'F ATI NA NO �,� _ Nz,F Q, 3 ti5 t� > _ RY2 _ N' , �� NZE, lfi15,O cD' _ S. 2 _ H _ NZ u3Q In > _ _NX . R 2 .2 ulp eF > _ N= ; N= ti Jz _ In Z❑ U c� H Leil ��L w p o ¢ m , o f o o ¢ to m., a co. 1� In`. 1- ` to c a -� - - -10 1 co. s� a F i- ¢ Y c�. ua l 1 - 9 Y c� TO THE tIVEMAIAIN MIMICIPAL WATER DISTRICT PER MAP 14032 TRAIL PEA x I-W m ` -k `. 1 H v-W ?, - x o So H\ k .� 4� 1 o o ¢ ". o o mom, c�1- o ¢ coE . ED 1n m ` . DISTURBED g tnHa m w a k per, kd_ _. _1- w J xo 1 H E ,x x 4 624 R;m Kroa c�,''� c+�' 4 V. H m�lnc�� m z �u .iAcnC m ¢ ca; w Z u�+ E H m In, , m z c �! ¢ e� m H 1 m as c� n�o ❑ ,[]5 EASEMENT FOR BIOLOGICAL OPEN SPACE PER MAP 14032 EX STING EASEMENT FOR, WATER PIPELINE PURPOSES TO THE OLIVEIaFAIN -MUNICIPAL WA"fER3. DISTRICT PER NT �. ._ -,..v , ::`'''��..._ .... ` •� .- ?,.... .. s . .'sue - C DOCUME RECORDED MAY ^J 1961 AS F3L�� l�l.. 7660$ OF O.R. _ 6 ..,...,.,. ,. S.. EXISTING EASEMENT OR WA _. PIPELINE S T THE I TER PURPOSE 0 ,OLIVEI�AIN MXMVICIPAL..JVATER DISTRICT PER DOCUMENT �. ` \ 4Q• � � � \ \ \ \, '\ \ \ � � - `� _ `' �,, � �:`, �1 ';``,, `' �' � REfORDED DECEMBER 7, 1982 AS FILE N0. 374421 OF OFFICIAL - i � ' l _ RECORDS, ng EXISTING EASEMENT PURPOSES TO THE ON m6v 3p. \ \ OLIVEi4AINMbVICIPAL WATER DISTRICT PER DOCUMENT RECORDED JANUARY 16, 1998 AS FILE E N0. 1998-0024166 OF O.R. �• Q y OFINSPAC�AM JANUARY C� 71.5 v T DOCUMENT �OTI,YJBEDISTURffE�� . PRIVATE-ROAD 6 PUBLIC UTILITY EASEMENT OVER LOT 33 FOR _ ' v `• � , \ I � ,, `6� ., .., y � v . v y THE �'NEFIi;. USE AND ENJOYMENT OF P.M. 11725 PER v v D \ � v v `. � ` 63� ��;� v RECORDED 4- 5 -00,AS DOC. W. 2000 - 0172441 OF O.R. L BROW \ v PUBLIC SEWER EASEMENT OVER ALL OF LOT 33 TO THE CARDIFF yF�.697.9 v `. ' • I � .., A `` `, � \ � � t 5"` .`_w � ' 22 �' SANITATION DISTRICT PER MAP 14032 'PCC OR`ROCK o \ _� -\ \ i \ 66 \ m \ \ PCC'OR AOCK� !\ * 27 EXISTING EASEMENT FOR U'OERGROUND UTILITIES TO AIRTOUCH '� \ \ '-,LINED BROW \ - .� \ \,',•.. �, `.. CELLULAR'PER DOCUMENT FECORDED JANUARY 31, 1996 AS DOCUMENT y� \ \ V A V DITCH PER-,D- 75 \ ? �. DITCH, PER b, 75 �, �, � � � S � W. 1996 -004 2 O.R. ., ... �, � 907 OF DA.YLI�ikRT DA1 LIGf�T ro W m A� v fi51 c \ rn I LI -. ;, \ ' \LINE• ' \ \ ., � \ , , � \ '' , .,. \ . `. \ .. DAYL1c�T � \`y `,, \ \ ' "` ., \ \ \ \ \ \ DAYLIGHT 0 L - , h DAV`!_IGHT\ A \ \ � ` \ � 607, I ` \ A � \ v , N �\ H 5 �•� v i v P736.Q ��. v v v v v y PAD tiar v eJ9V ., - y v v y 16 \A` 3 PAD 10 PAD 719.0 264-5W-13 y MODIFICAT10 $AD 652 83 7 5 FU O EN y FACEARFA 'G 677 8 y \ v , . FG' .8 ° m F v \ V \ \ 1 v A \ \ t G 652. II�TT � T BL D , \ 1�0 ISTi�RB FG '719.0 —y � \ �` \ \ \ , v I :.. DITCH PER D-7P : PCCi; BFTO{Y ': 1 i DIT(fY-f PFR D -� i o �• GRADING- 4-IMITT (TYP) ( 2 3 1 M _ PCC BROW PITCH PCC BROWIDITCH' PER D -75, (TYR.) Q PER D -75 1(TYP.N Im - y--1 NOTES: FOR STREET GRADING & UTILITY INSTALLATION DETAILS PROPOSED PER T.M. 89 -031, SEE GRADING PLAN 6242 -G AND CS -327. FOR EXACT LOT AND SUBDIVISION BOUNDARY DIMENSIONS SEE SUBDIVISION MAP No. 14032. GRAPHIC SCALE 40 • 40 80 FM JAMES A. LARET R.C.E. NO. 29375 EXP. 03131117 REVISIONS DATE APPROVED I DATE B" PVC DRAIN PIPE-` PER DETAIL SHEET 7A \ V A 706 V A T 'v PCC BROW I \ PCB BROW' M�DITCH �� rn \ ae, DIT(i PER \D -75` GRA I ITCH PER D 75 �•� GRADING , � a cD, RL'C BROW �\ V �� \ � LIMIT (�YP LIMIT (TYP) V A V DITCH PER (75 y 16 \ V'`a OMh�D PIPELINE \ ` PCC BRdW \ \ \ \ 1 16,, 4 DITCH PER D -�5 \ ',16 \` \ \ \.\ \ 16 \ ` 1 I : M M M' M\ h1 . M fi M PCC 8f40W DITCH. \ \* ' BROW\ ITCH, PER D -5 (TYP.) \ \ \ ` 9 \ t Q \ ` ACC Ek75 (TYP.J A o� 6 27 M rp DITCH \ \ AM 6 2® A i i PER D175 (TYP.J ; -- PER ❑ P� D -7 (T J Ce I! vl� �..s is �;Y-' I f ,�71J S �T' S� o ❑ x m m oz oW lmD wa ILL m En ED NY a N H W� W NOTES: FOR STREET GRADING & UTILITY INSTALLATION DETAILS PROPOSED PER T.M. 89 -031, SEE GRADING PLAN 6242 -G AND CS -327. FOR EXACT LOT AND SUBDIVISION BOUNDARY DIMENSIONS SEE SUBDIVISION MAP No. 14032. GRAPHIC SCALE 40 • 40 80 FM JAMES A. LARET R.C.E. NO. 29375 EXP. 03131117 REVISIONS DATE APPROVED I DATE B" PVC DRAIN PIPE-` PER DETAIL SHEET 7A \ V A 706 V A T 'v PCC BROW I \ PCB BROW' M�DITCH �� rn \ ae, DIT(i PER \D -75` GRA I ITCH PER D 75 �•� GRADING , � a cD, RL'C BROW �\ V �� \ � LIMIT (�YP LIMIT (TYP) V A V DITCH PER (75 y 16 \ V'`a OMh�D PIPELINE \ ` PCC BRdW \ \ \ \ 1 16,, 4 DITCH PER D -�5 \ ',16 \` \ \ \.\ \ 16 \ ` 1 I : M M M' M\ h1 . M fi M PCC 8f40W DITCH. \ \* ' BROW\ ITCH, PER D -5 (TYP.) \ \ \ ` 9 \ t Q \ ` ACC Ek75 (TYP.J A o� 6 27 M rp DITCH \ \ AM 6 2® A i i PER D175 (TYP.J ; -- PER ❑ P� D -7 (T J Ce SPECIAL NOTE TO CONTRACTOR CONTRACTOR SHALL FORM PCC BROW DITCH TO ENSURE RLN0FF IS DIRECTED FROM ROAD TO PRIVATE PROPERTY ON LOTS 7, 10, 12-24. 55(5' ROCK RIP -RAP NO. 2 BACKING WITH FILTER CLOTH, T =2' RO DITCH 5 L 20'FEC. TRAIL / SEWE 15' WIDE WC. TRAIL, EXIST. C40MD DER ACCESS ROAD r 2% MIN 21 ULTIMATE GRADE OF BIORETENTION BASIN DASHED LINE REPRESENTS INTERIM RIP -RAPS \ , INSTALL 30 MIL IMPERMEABLE LOPE LIM)IIVGZ' 7-1 ' OR PER SOILS ENGINEERS RECOMMENDATIONS = -1- 4" PERFORATED PIPE W/ FILTER FABRIC TO CONNECT TO INLET. NOTE 4" PIPE SHALL BE CENTERED IN IMP RUN ENTIRE LENGTH OF IMP @ 2%4% SLOE ` 7 D BROW MOD. SORSO D -30 HEADWALL 3x6' ROCK RIP -RAP SHEET 2A FOR 2-6" PVC DRAIN PIPES NO TER CLOD WITH RECREATIONAL TRAIL CULVERT CROSSING DETAIL NO SCALE Am SHEET REFERENCES DATE BEN(,BMARK SCALE - - -- --- - - - - -- COUNTY BENCH MARK H -0028 1.1 MI. S.W. HODGES DAM, 15' N'LY OF HORIZONAL I"=40' CIL HWY. BENEATH CONC. FLUME CENTER, _ HDWL. CONC. CULVERT, STD. TAB M KD 1938 -H28 -148. VERTICAL ------ _ ELEV.= 148.221, A.M.S.L. NGVD29 VARIES PER PLAN B" RAISED INLET TG PER PLAN ROCK RIP -RAP AS NEEDED TO STABILIZE INLET 17PE - - - MIN. TOP OF BERM I ROCK SPILLWAY -EMERGENCY OVER FLOW 8'x8'x4" TEE-j 8" PVC DRAIN PIPE -j @ 2% MIN. NOTE PERFORATIONS TO BE PLACED AT INVERT OF PIPE NOTE: LOTS 7, 10, 12 -21 & 23 SHALL CONSTRUCT BIORETENTION BASIN CONSISTENT WITH TYPICAL 810 ETENTION /SEDIMENT BASIN SHOWN ON SHEET 7B. LOTS 1 -6, 8, 9, 11, 22 & 24 -28 MAY CONSTRUCT BIORETENTION BASIN CONSISTENT WITH EITHER DETAIL ON SHEET 76 OR INTERIM SEDIMENT BASIN DETAIL THIS SHEET. TYPICAL SECTION LN77F" SEDIMENT BASIN PRIOR TO HOME CONSTRUCTION 1 1 ► l�l ► . /MM • 1t �►� 'mil NO SCALE - - A 3MOVALS 'PEPAREP UNDER THE SUPERVISION OF1 RECOMMENDED APPROVED DATE. -Z "I7 BY: _ _ BY: 11�4 +� _ __- -- --- -__.-_ R. C. E. NO. 29375 - -- DATE - DATE: 21 A. LARET EXP. 03- 31 -17� 7 PROPOSED B" WA LINE PER PLAN 624 5'x5' ROCK RIP -RAP PER 0-40,-j NO. 2 BACKING W/ FILTER CLOTH. T =2' (TYP) e, S & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 858.259,8212 1 fz 858.259.4812 ( plsaeagineering.com S a ' 4A. L cENo 29375 p. 0/1/1 CITY OF ENCINITAS ENGINEERING DEPARTMENT GRADING PLANS FOR: CITY OF ENCINITAS TRACT 89031 LOTS 1 TRRU 28, MAP NO. 14032 TM 89 -031 DRAWING NO. 6857 -G SHEET MW OF 31' ininar wczTal lrrrrmr I! vl� �..s is �;Y-' I f ,�71J S �T' S� m 2 SEE SIEET 4D -1 CYI LD m lmD ILL SPECIAL NOTE TO CONTRACTOR CONTRACTOR SHALL FORM PCC BROW DITCH TO ENSURE RLN0FF IS DIRECTED FROM ROAD TO PRIVATE PROPERTY ON LOTS 7, 10, 12-24. 55(5' ROCK RIP -RAP NO. 2 BACKING WITH FILTER CLOTH, T =2' RO DITCH 5 L 20'FEC. TRAIL / SEWE 15' WIDE WC. TRAIL, EXIST. C40MD DER ACCESS ROAD r 2% MIN 21 ULTIMATE GRADE OF BIORETENTION BASIN DASHED LINE REPRESENTS INTERIM RIP -RAPS \ , INSTALL 30 MIL IMPERMEABLE LOPE LIM)IIVGZ' 7-1 ' OR PER SOILS ENGINEERS RECOMMENDATIONS = -1- 4" PERFORATED PIPE W/ FILTER FABRIC TO CONNECT TO INLET. NOTE 4" PIPE SHALL BE CENTERED IN IMP RUN ENTIRE LENGTH OF IMP @ 2%4% SLOE ` 7 D BROW MOD. SORSO D -30 HEADWALL 3x6' ROCK RIP -RAP SHEET 2A FOR 2-6" PVC DRAIN PIPES NO TER CLOD WITH RECREATIONAL TRAIL CULVERT CROSSING DETAIL NO SCALE Am SHEET REFERENCES DATE BEN(,BMARK SCALE - - -- --- - - - - -- COUNTY BENCH MARK H -0028 1.1 MI. S.W. HODGES DAM, 15' N'LY OF HORIZONAL I"=40' CIL HWY. BENEATH CONC. FLUME CENTER, _ HDWL. CONC. CULVERT, STD. TAB M KD 1938 -H28 -148. VERTICAL ------ _ ELEV.= 148.221, A.M.S.L. NGVD29 VARIES PER PLAN B" RAISED INLET TG PER PLAN ROCK RIP -RAP AS NEEDED TO STABILIZE INLET 17PE - - - MIN. TOP OF BERM I ROCK SPILLWAY -EMERGENCY OVER FLOW 8'x8'x4" TEE-j 8" PVC DRAIN PIPE -j @ 2% MIN. NOTE PERFORATIONS TO BE PLACED AT INVERT OF PIPE NOTE: LOTS 7, 10, 12 -21 & 23 SHALL CONSTRUCT BIORETENTION BASIN CONSISTENT WITH TYPICAL 810 ETENTION /SEDIMENT BASIN SHOWN ON SHEET 7B. LOTS 1 -6, 8, 9, 11, 22 & 24 -28 MAY CONSTRUCT BIORETENTION BASIN CONSISTENT WITH EITHER DETAIL ON SHEET 76 OR INTERIM SEDIMENT BASIN DETAIL THIS SHEET. TYPICAL SECTION LN77F" SEDIMENT BASIN PRIOR TO HOME CONSTRUCTION 1 1 ► l�l ► . /MM • 1t �►� 'mil NO SCALE - - A 3MOVALS 'PEPAREP UNDER THE SUPERVISION OF1 RECOMMENDED APPROVED DATE. -Z "I7 BY: _ _ BY: 11�4 +� _ __- -- --- -__.-_ R. C. E. NO. 29375 - -- DATE - DATE: 21 A. LARET EXP. 03- 31 -17� 7 PROPOSED B" WA LINE PER PLAN 624 5'x5' ROCK RIP -RAP PER 0-40,-j NO. 2 BACKING W/ FILTER CLOTH. T =2' (TYP) e, S & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 858.259,8212 1 fz 858.259.4812 ( plsaeagineering.com S a ' 4A. L cENo 29375 p. 0/1/1 CITY OF ENCINITAS ENGINEERING DEPARTMENT GRADING PLANS FOR: CITY OF ENCINITAS TRACT 89031 LOTS 1 TRRU 28, MAP NO. 14032 TM 89 -031 DRAWING NO. 6857 -G SHEET MW OF 31' ininar wczTal lrrrrmr z g uHi rj m ¢. !9 W ! z�i a� ❑W a �¢ °¢ w °¢ za �¢ w W ' k w� t ate ` ¢� �' ¢� 1- C m a ¢3� at wzm K LL wzK ALL K t2 wzm � H Q i H ❑! a hH a H a a hN L�, a H ¢ ¢ ¢3> L�.� aw ° Qom^ a Q� i`""' Q a �Q (Y�� Hmi a1¢�3 >'mw agoLn ¢i 3> z� _t¢� �3> om"' a ¢3� ¢oLn QF� Lq rt Om ¢ ml-En ZH YR. ¢ ` (D F- Z m I^I H eH[F- Ja N2` 03 En Z QF_ mij Call) cp U¢ N• Z (. fy- H O¢ SCW Y ¢H- Z H ¢N• W ❑ g m Y�7N ¢ J ¢ Cgg7�2 N ¢ J ¢ U. L] U2 U[U ¢ J Y, ❑ N N a in 1-z F� Iw, C Lo M ¢� ti. Q W Y 0 U c LW- C V W¢ !i m w= x Qo� En � a H m~ ¢uJD o N ❑,.,, j� ¢!Hy ;pw ton �~ V HQ �*T A� ❑ � m rn C7J aJ �❑ �Q0 w❑❑ v On, v � 'a -� .° a¢� \ . !- .\ o•ca�•- _ .o_ ¢ p� cowL� °!-. N N M, `�ry* ■/�y,T /(�//�'1'}' K J C? H,. - 1 d M m t77 ZU N ❑ R ❑ -. -. ':iiU 'C71 -,�-1 _k- FS.,.m� "Ri CT RI❑..., Z - / M., \ RECRiEA T _ r 1 a l l�T __ _ e �,y F6\7 4 \ \ \ \ \ \ DAYLIGHT PLC W D3T67R \. \ ,� �� \ \ .v tTNE 1221 \ 26 591-0 4 ',v A DAYLIWT v INE y V A \ V9 v'ye 813.5 \ \ ` \` ZY ,\ \ \� F}J \� \ , \ \ \, , \ 91--01 PAD 0 / 1 � LINK YiAE- '. A v S91 i PAD'772.0 J� FG'�13. FIG 772.0-7 \ FG 0 V y $ '* \ m � A �y v V A v LIMIT CRAD" r LIMIT', iTIYP) , �� DdTCNt PER, D-75 \ !77 �' 9 1 - DIT(2'fi "F?€R D -75', \ \ { i `, ', \ r BROW 1 }6 . DITCx 1 hER p -751 2 3 y \ J M M PCC' BROW \ PCC (BROW, DrkH 6 _ \ o .. -- 3i M \M \M } ,',PCL} I, IVV d Ch-75 ' V iTYP \ i M , \ i r D-75 ( P.) _._ V t -- — _ M Y 14 GRAPHIC SCALE I"=40' • 40 S• 120 �- : I II JAMES A. LARET R.C.E. NO. 29375 EXP. 03131117 REVISIONS DATE APPROVED I DATE SEE SHEET 7D o m o ❑ Q � En y NOTES: FOR STREET GRADING & UTILITY INSTALLATION DETAILS PROPOSED PER T.M. 89 -031, SEE GRADING PLAN 6242 -G AND CS -327. FOR EXACT LOT AND SUBDIVISION BOUNDARY DIMENSIONS SEE SUBDIVISION MAP No. 14032. SPECIAL NOTE TO CONTRACTOR CONTRACTOR SHALL FORM PCC BROW DITCH TO ENSURE RUNOFF IS DIRECTED FROM ROAD TO PRIVATE PROPERTY ON LOTS 7, 10, 12-24. 3 DATE m.. 3p m n DESIGNED BY � c ❑H m L*i °m °m OZW m co N n 3 pp H - --- - - - - -- N -� WW l� J WW LL Cu �Z T LULI �a EASEMENT NOTES �a 1938 -H2B -148. VERTICAL 1 " =1.0_ _ _ ' COLLEEN FIND ND LA MANAGEMENT REPRESENTATIVE MES A. LARET ❑a ELEV.= 148.221, A.M.S.L. NGVD29 v m ® PRIVATE ROAD AND PUBLIC UTILITY EASEMENT PER MAP 14032 n Y Om X'~ 0 EASEMENT FOR PLBLIC ROAD AND UTILITY PROSES IRREVOCABLY W OFFERED TO THE CITY OF ENCINITAS PER MAP 14032 W a 4zi R2 20' WIDE EASEMENT FOR RECREATIONAL TRAIL PURPOSES PER H J MAP 14032 0 PUBLIC SEWER EASEMENT TO THE CARDIFF SANITATION DISTRICT PER MAP 14032 EASEMENT FOR INGRESS, EGRESS, AND PUBLIC UTILITY PURPOSES TO THE OLIVEMMAIN MUNICIPAL WATER DISTRICT PER MAP 14032 R EASEMENT FOR BIOLOGICAL OPEN SPACE PER MAP 14032 © EXISTING EASEMENT FOR WATER PIPELINE PURPOSES TO THE CXIVENHAIN MUNICIPAL WATER DISTRICT PER DOCO NT RECORD MAY 3, 1961 AS FILE NO. 76608 OF O.R. EXISTING EASEMENT FOR WATER PIPELINE PROSES TO THE OLIVENHAIN MUNICIPAL WATER DISTRICT PER DOCUMENT RECORDED DECEMBER 7, 1982 AS FILE NO. 374421 OF OFFICIAL RECORDS ® EXISTING EASEMENT FOR WATER PIPELINE PURPOSES TO THE OLIVEMMAIN MUNICIPAL WATER DISTRICT PER DOCUMENT RECORDED JANUARY 1& 1998 AS FILE NO. 1998 - 0024166 OF O.R. 15 EXISTING EASEMENT FOR POLE LINES AND tNDERDROLM CONDUITS TO SAN DIEGO GAS & ELECTRIC COMPANY PER DOCUMENT RECORDED FEBRUARY 11, 1954 IN BODK 513(1 PAGE 324 OF OP. ® PRIVATE ROAD & PUBLIC UTILITY EASEMENT OVER LOT 33 FOR THE BENEFIT, USE AND ENJOYMENT OF P.M. 11725 PER DOCUMENT RECORD 4 -5-00 AS DOC. NO. 2000 - 0172441 OF O.R. 22 PUBLIC SEWER EASEMENT OVER ALL OF LOT 33 TO THE CARDIFF SANITATION DISTRICT PER MAP 14032 23 15%20' WIDE ACCESS EASEMENT FOR INGRESS AND EGRESS TO SAN DIEGO GAS AND ELECTRIC COMPANY PER MAP 14032 27 EXISTING EASEMENT FOR UNDERGROUND UTILITIES TO AIRTOUCH CELLULAR PER DOCUMENT RECORDED JANUARY 31, 1996 AS DOCUMENT N0. 1996-0049072 OF O.R. EXISTING EASEMENT FOR POLE LIMES AND UNDERGROUND C00JITS TO SAN DIEGO GAS & ELECTRIC COMPANY PER DOCUENT FEC04DED AUGUST 28, 1961 AS FILE NO. 149585 OF O.R. REFERENCES DATE BENCHMARK SCALE sniff DiEGo GAs & F+I+u�RTC CO. DESIGNED BY 03/31/17 - --- - - - - -- COUNTY BENCH MARK H -0028 P ANS PREPARED 1.1 MI. S.W. HODGES DAM, 15' N'LY OF CIL HWY. BENEATH CONC. FLUME CENTER, HOWL. CONC. CULVERT, STD. TAB MKD HORIZONAL __1 " =40'__ - - - - - -- REVIEWED BY. DATE / // 1938 -H2B -148. VERTICAL 1 " =1.0_ _ _ ' COLLEEN FIND ND LA MANAGEMENT REPRESENTATIVE MES A. LARET ELEV.= 148.221, A.M.S.L. NGVD29 e' STREET 4 4 2% 5OOZ y 5 0 R 0.20' d 6'x 15" FLUSH 1 d j Cm. CURB " �-- 5 112" 564 -C -3000 CONC. 4' = -Cd �- — 4 -gyp ..r-- 4- W/ HEAVY BRUSH FINISH CUT -OFF WALL BEYOND -�J ffi 4" PVC PIPE _e�4 { SECTION A A VEGETATED /ROCK LINED VEGETATED /ROCK LIMED CHANNEL TRANSITION DITCH CHANNEL. TRANSITION DITCH TO MATCH DRIVEWAY A7 TO MATCH DRIVEWAY CROSS- SECTION CROSS - SECTION PO' MATCH STREET /I DITCH GRADE FLOW FLOW INSTALL FILTER FABRIC BUFFER BETWEEN INSTALL FILTER FABRIC 1' VEGETATED /ROCK BUFFER BETWEEN �T_OFF WALL •5� LINED CHANNELS AND VECHAN ELS AND WALL _ DRIYFWAY LINED L7iAN1EL5 AND — WAY - - — 4" PERT. PIPE 4" PERF. PIPE A MIN. 5.5" PCC PAVEMENT OVER NATIVE BACKFILL PORTION OF PVC PIPE UNDER OR PER SOILS ENGINEERS RECOMMENDATIONS PCC DRIVEWAY TO BE SOLID W/ HEAVY BRUSH FINISH TYPICAL DI'IVEWAY CROSSING DETAILS FOR LOTS 1 -69 7-9 & 25 -28 NO SCALE NOTE., THIS DETAIL APPLIES AT ALL DRIVEWAYS CIROSSING A VEGETATED OR ROCK LINED SWALE OR CHANNEL. 8' STREET 2% 5p' $-- 0.20' r0�% d a 6"x 15" FLUSH CONC. CURB 5 112" 564 -C -3000 CONC. SECTIONA A/ HEAVY BRUSH FINISH PCC CHANNEL. TRANSITION DITCH TO MATCH DRIVEWAY A CROSS - SECTION 20' MATCH STREET / DITCH GRADE FLOW FLOW a 1' CUT -OFF CUT -OFF WALL A WALL PCC CHANNEL. TRANSITION DITCH TO MATCH DRIVEWAY MIN. 5.5" PCC PAVEMENT OVER NATIVE BACKFILL CROSS - SECTION OR PER SOILS ENGINEERS RECO4•ENDATIONS W/ HEAVY BRUSH FINISH TYPICAL DRIVEWAY CROSSING DETAILS FOR LOTS 10-24 NO SCALE NOTE.' THIS DETAIL APPLIES AT ALL DRIVEWAYS CROSSING A PCC SWALE OR CHANNEL. NEW SHEET "L JAL °` _ APPROVALS THE SUPERVISION OF RECOMMENDED APPROVED DATE ._)-23-]7- BY: _ BY: R.C.E. NO _29375 _- DATE: DATE: EXP. 03 -31 -17 PASCO CARET SUITER St ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 858.259.8212 1 fx 858,259.4812 1 plsaengineering.com CITY OF ENCINUAS ENGINMUNG DEPARTMENT GRADING PLANS FOR: CITY OF ENCEWTAS TRACT 89-031 LOTS 1 THRU 28, MAP NO. 14032 RM 89 -031 �Ii 1a 7il�.it � • • No. 29375 Exp. 03/31/17 �Ii 1a 7il�.it � • • RETAINING WALL GENERAL NOTES: 1. RETAINING WALL INSTALLATION SHALL CONFORM TO THE ALLAN BLOCK MODULAR RETAINING WALL SYSTEMS SPECIFICATION GUIDELINES, GEOGRID REINFORCEMENT SYSTEMS SPECIFICATION GUIDELINES, AND WATER MANAGEMENT SPECIFICATION GUIDELINES CONTAINED HEREIN OR IN THE ALLAN BLOCK SPEC BOOK ABENG4 -00. 2. HYDROSTATIC LOADING IS NOT CONSIDERED IN THIS ANALYSIS. SUFFICIENT DRAINAGE MUST BE PROVIDED SUCH THAT HYDROSTATIC LOADING (PORE PRESSURE) DOES NOT DEVELOP IN THE REINFORCED ZONE. 3. SOIL PARAMETERS ARE AS INDICATED ON THIS SHEET. 4. ALLOWABLE LATERAL DEFLECTION EXTERNAL =3 INCHES ALLOWABLE LATERAL DEFLECTION INTERNAL =3 INCHES 5. GLOBAL STABILITY IS NOT CONSIDERED IN THIS DESIGN UNLESS OTHERWISE NOTED. 6. RETAINING WALLS MUST BE STAKED ACCORDING TO THE CONTRACT DRAWINGS. 7. THE BLOCK TYPE SHALL BE THE AB CLASSIC AND MUST HAVE A 6 DEGREE BATTER. 8., GEOGRID SPACING IS DETERMINED BY STRUCTURAL CROSS- SECTION DESIGN REQUIREMENTS. TO INSURE PROPER GEOGRID PLACEMENT, CONTRACTOR MUST REVIEW BOTH ELEVATION VIEW AND CROSS SECTIONS PRIOR TO WALL CONSTRUCTION. SPECIFICATION GUIDELINES: ALLAN BLOCK MODULAR RETAINING WALL SYSTEMS SECTION 1 PART 1: GENERAL 1.1 SCOPE A. WORK INCLUDES FURNISHING AND INSTALLING MODULAR CONCRETE BLOCK RETAINING WALL UNITS TO THE GRADES DESIGNATED ON THE CONSTRUCTION DRAWINGS AND AS SPECIFIED HEREIN. 1.2 APPLICABLE SECTIONS OF RELATED WORK A. GEOGRID WALL REINFORCEMENT (SEE SECTION 2, PG. 4 OF SPEC. BOOK) 1.3 REFERENCE STANDARDS A. ASTM C1372 -97 STANDARD SPECIFICATIONS FOR SEGMENTAL RETAINING WALL UNITS. 1.4 DELIVERY, STORAGE AND HANDLING A. CONTRACTOR SHALL CHECK THE MATERIALS UPON DELIVERY TO ASSURE PROPER MATERIAL HAS BEEN RECEIVED. B. CONTRACTOR SHALL PREVENT EXCESSIVE MUD, WET CEMENT, AND LIKE MATERIALS FROM COMING IN CONTACT WITH THE MATERIALS. C. CONTRACTOR SHALL PROTECT THE MATERIALS FROM DAMAGE. DAMAGED MATERIAL SHALL NOT BE INCORPORATED IN THE PROJECT. (REF. ASTM C1372) PART 2: MATERIALS 2.1 MODULAR WALL UNITS A. WALL UNITS SHALL BE ALLAN BLOCK RETAINING WALL UNITS AS PRODUCED BY A LICENSED MANUFACTURER. B. WALL UNITS SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI IN ACCORDANCE WITH ASTM C1372 -97. THE CONCRETE UNITS SHALL HAVE ADEQUATE FREEZE -THAW PROTECTION WITH AN AVERAGE ABSORPTION RATE OF 7.51b/ft3 FOR NORTHEN CLIMATES AND 101b /ft3 FOR SOUTHERN CLIMATES. C. EXTERIOR DIMENSIONS SHALL BE UNIFORM AND CONSISTENT. MAXIMUM DIMENSIONAL DEVIATIONS SHALL BE 0.125in, NOT INCLUDING TEXTURED FACE. D. WALL UNITS SHALL PROVIDED A MINIMUM OF 1101bs TOTAL WEIGHT PER SQUARE FOOT OF WALL FACE AREA. FILL CONTAINED WITHIN THE UNITS MAY BE CONSIDERED 80% EFFECTIVE WEIGHT. E. EXTERIOR FACE SHALL BE TEXTURED. COLOR AS SPECIFIED BY OWNER. 2.2 WALL ROCK A. BASE MATERIAL MUST BE WELL GRADED CONPACTIBLE AGGREGATE, 0.25in TO 1.5in, WITH NO MORE THAN 10% PASSING THE #200 SIEVE. B. DRAINAGE MATERIAL MAY BE THE SAME AS BASE MATERIAL. 2.3 INFILL SOIL A. INFILL MATERIAL SHALL BE SITE EXCAVATED SOILS WHEN APPROVED BY THE ONSITE SOILS ENGINEER UNLESS OTHERWISE SPECIFIED IN THE DRAWINGS. UNSUITABLE SOILS FOR BACKFILL (HEAVY CLAYS OR ORGANIC SOILS) SHALL NOT BE USED IN THE REINFORCED SOIL MASS. TYPICALL CLAY SOILS WITH HIGH PLASTICITY WILL NOT BE ACCEPTABLE, UNLESS SPECIFICALLY ADDRESSED BY A WALL DESIGN ENGINEER. B. WHERE ADDITIONAL FILL IS REQUIRED, CONTRACTOR SHALL SUBMIT SAMPLE AND SPECIFICATIONS TO THE WALL DESIGN ENGINEER OR THE ONSITE SOILS ENGINEER FOR APPROVAL PART 3: WALL CONSTRUCTION 3.1 EXCAVATION A. CONTRACTOR SHALL EXCAVATE TO THE LINES AND GRADES SHOWN ON THE CONSTRUCTION DRAWINGS. CONTRACTOR SHALL USE CAUTION NOT TO OVER- EXCAVATE BEYOND THE LINES SHOWN, OR TO DISTURB THE BASE ELEVATIONS BEYOND THOSE SHOWN. 3.2 FOUNDATION SOIL PREPARATION A. FOUNDATION SOIL SHALL BE DEFINED AS ANY SOILS LOCATED BENEATH A WALL. B. FOUNDATION SOIL SHALL BE EXCAVATED AS DIMENSIONED ON THE PLANS AND COMPACTED TO A MINIMUM 90% OF MODIFIED PROCTOR PRIOR TO PLACEMENT OF THE BASE MATERIAL. C. FOUNDATION SOIL SHALL BE EXAMINED BY THE ONSITE SOILS ENGINEER TO ENSURE THAT THE ACTUAL FOUNDATION SOILS STRENGTH MEETS OR EXCEEDS ASSUMED DESIGN STRENGTH. SOIL NOT MEETING THE REQUIRED STRENGTH SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE MATERIAL. 3.3 BASE A. BASE MATERIAL SHALL BE PLACED AS SHOWN ON THE CONSTRUCTION DRAWING. TOP OF BASE SHALL BE LOCATED TO ALLOW BOTTOM WALL UNITS TO BE BURIED TO PROPER DEPTHS AS PER WALL HEIGHTS AND SPECIFICATIONS. B. BASE MATERIAL SHALL BE INSTALLED ON UNDISTURBED NATIVE SOILS OR SUITABLE REPLACEMENT FILLS. C. BASE SHALL BE COMPACTED AT 90% MODIFIED PROCTOR PROVIDE A LEVEL HARD SURFACE ON WHICH TO PLACE THE FIRST COURSE OF BLOCKS. THE BASE SHALL BE CONSTRUCTED TO ENSURE PROPER WALL EMBEDMENT AND THE FINAL ELEVATION SHOWN ON THE PLANS. WELL- GRADED SAND CAN BE USED TO SMOOTH THE TOP 1/2 INCH ON THE BASE MATERIAL. D. BASE MATERIAL SHALL BE A 3 INCH MINIMUM DEPTH FOR WALLS UNDER 4 FEET AND A 6 INCH MINIMUM DEPTH FOR WALLS OVER 4 FT.. 3.4 UNIT INSTALLATION A. THE FIRST COURSE OF WALL UNITS SHALL BE PLACED ON THE PREPARED BASE WITH THE RAISED LIP FACING OUT AND THE FRONT EDGES TIGHT TOGETHER. THE UNITS SHALL BE CHECKED FOR LEVEL AND ALIGNMENT AS THEY ARE PLACED. B. ENSURE THAT UNITS ARE IN FULL CONTACT WITH BASE. PROPER CARE SHALL BE TAKEN TO DEVELOP STRAIGHT LINES AND SMOOTH CURVES ON BASE COURSE AS PER WALL LAYOUT. C. ALL CAVITIES IN AND AROUND THE BASE ROW SHALL BE FILLED WITH BASE MATERIALS AND COMPACTED. BACKFILL FRONT AND BACK OF ENTIRE BASE ROW TO FIRMLY LOCK IN PLACE. CHECK AGAIN FOR LEVEL AND ALIGNMENT. ALL AXCESS MATERIAL SHALL BE SWEPT FROM TOP OF UNITS. D. INSTALL NEXT COURSE OF WALL UNITS ON TOP OF BASE ROW. POSITION BLOCKS TO BE OFFSET FROM SEAMS OF BLOCKS BELOW. PERFECT "RUNNING BOND" IS NOT ESSENTIAL, BUT A 3 INCH MINIMUM OFFSET IS RECOMMENDED. CHECK EACH BLOCK FOR PROPER ALIGNMENT AND LEVEL. FILL ALL CAVITIES IN AND AROUND WALL UNITS AND TO A 12 INCH DEPTH BEHIND BLOCK WITH WALL ROCK. SPREAD BACKFILL IN UNIFORM LIFTS NOT EXCEEDING 8 INCHES IN UNCOMPACTED THICKNESS AND COMPACT TO 90% OF MODIFIED PROCTOR BEHIND THE CONSOLIDATION ZONE. E. THE CONSOLIDATION ZONE SHALL BE DEFINED AS 3 FEET BEHIND THE WALL. CONPACTION WITHIN THE CONSOLIDATION ZONE SHALL BE ACCOMLISHED BY USING A HAND OPERATED PLACE COMPACTOR AND SHALL BEGIN BY RUNNING THE PLACE COMPACTOR DIRECTLY ON THE BLOCK AND THEN COMPACTING IN PARALLEL PATHS TO THE WALL FACE UNTIL THE ENTIRE CONSOLIDATION ZONE HAS BEEN COMPACTED. TWO PASSES OF THE PLATE COMPACTOR ARE REQUIRED WITH MAXIMUM LIFTS TO 8 INCHES. EMPLOY METHODS USING LIGHTWEIGHT COMPACTION EQUIPMENT THAT WILL NOT DIRUPT THE STABILITY OR BATTER OF THE WALL. F. INSTALL EACH SUBSEQUENT COURSE IN LIKE MANNTER. REPEAT PROCEDURE TO THE EXTENT OF WALL HEIGHT. G. ALLOWABLE CONSTRUCTION TOLERANCE AT THE WALL FACE IS 2 DEGREES VERTICALLY AND 1 INCH IN 10 FEET HORIZONTALLY. 3.5 ADDITIONAL CONSTRUCTION NOTES A. FILTER FABRIC USE IS NOT SUGGESTED FOR USE WITH COHESIVE SOILS. CLOGGING OF SUCH FABRIC CREATES UNACCEPTABLE HYDROSTATIC PRESSURES IN SOIL REINFORCED WALLS. WHEN FILTRATION IS DEEMED NECESSARY IN COHESIVE SOILS, USE A THREE DIMENSIONAL FILTRATION SYSTEM OF CLEAN SAND OR FILTRATION AGGREGATE. B. EMBANKMENT PROTECTION FABRIC IS USED TO STABILIZE RIP RAP AND FOUNDATION SOILS IN WATER APPLICATIONS AND TO SEPARATE INFILL MATERIALS FROM THE RETAINING SOILS. THIS FABRIC SHOULD PERMIT THE PASSAGE OF FINES TO PRECLUDE CLOGGING OF THE MATERIAL. EMBANKMENT PROTECTION FABRIC SHALL BE A HIGH STRENGTH POLYPROPYLENE MONOFILAMENT MATERIAL DESIGNED TO MEET OR EXCEED TYPICAL CORPS OF ENGINEERS PLASTIC FILTER FABRIC SPECIFICATIONS (CW- 02215); STABILIZED AGAINST ULTRAVIOLET (UV) DEGRADATION AND TYPICALLY EXCEEDING THE VALUES OF TABLE 1 (SEE PG. 7) C. WATER MANAGEMENT IS OF EXTREME CONCERN DURING AND AFTER CONSTRUCTION. STEPS MUST BE TAKEN TO ENSURE THAT DRAIN PIPES ARE PROPERLY INSTALLED AND VENTED TO DAYLIGHT AND A GRADING PLAN HAS BEEN DEVELOPED THAT ROUTES WATER AWAY FROM THE RETAINING WALL SITE. SITE WATER MANAGEMENT IS REQUIRED BOTH DURING CONSTRUCTION OF THE WALL AND AFTER COMPLETION OF CONSTRUCTION. REFER TO SECTION 4 FOR MORE WATER MANAGEMENT INFORMATION. SPECIFICATION GUIDELINES: GEOGRID REINFORCEMENT SYSTEMS SECTION 2 PART 1: GENERAL 1.1 SCOPE A. WORK INCLUDES FURNISHING AND INSTALLING GEOGRID REINFORCEMENT, WALL FILL, AND BACKFILL TO THE LINES AND GRADES DESIGNATED ON THE CONSTRUCTION DRAWINGS AND AS SPECIFIED HEREIN. 1.2 APPLICABLE SECTION OF RELATED WORK A. SECTION 1: ALLAN BLOCK MODULAR RETAINING WALL SYSTEMS, (SEE SECTION 1) 1.3 REFERENCE STANDARDS A. SEE SPECIFIC GEOGRID MANUFACTURERS REFERENCE STANDARDS. 1.4 DELIVERY, STORAGE, AND HANDLING A. CONTRACTOR SHALL CHECK THE GEOGRID UPON DELIVERY TO ASSURE THAT THE PROPER MATERIAL HAS BEEN RECEIVED. B. GEOGRID SHALL BE STORED ABOVE -10'F. C. CONTRACTOR SHALL PREVENT EXCESSIVE MUD, WET CEMENT, OR OTHER FOREIGN MATERIALS FROM COMING IN CONTACT WITH THE GEOGRID MATERIAL. PART 2: MATERIALS 2.1 DEFINITIONS A. GEOGRID PRODUCTS SHALL BE OF HIGH DENSITY POLYETHYLENE OR POLYESTER YAMS ENCAPSULATED IN A PROTECTIVE COATING SPECIFICALLY FABRICATED FOR USE AS A SOIL REINFORCEMENT MATERIAL. B. CONCRETE RETAINING WALL UNITS ARE AS DETAILED ON THE DRAWINGS AND SHALL BE ALLAN BLOCK RETAINING WALL UNITS. C. DRAINAGE MATERIAL IS FREE DRAINING GRANULAR MATERIAL AS DEFINED IN SECTION: MODULAR CONCRETE RETAINING WALL SYSTEMS AS "DRAINAGE MATERIAL ". D. BACKFILL IS THE SOIL USED AS FILL FOR THE REINFORCED SOIL MASS. E. FOUNDATION SOIL IS THE IN -SITU SOIL. 2.2 PRODUCTS A. GEOGRID;SHALL BE THE TYPE AS SHOWN ON THE DRAWINGS HAVING THE PROPERTY REQUIREMENTS AS DESCRIBED WITHIN THE MANUFACTURERS SPECIFICATIONS. 2.3 ACCEPTABLE MANUFACTURERS A. A MANUFACTURER'S PRODUCT SHALL BE APPROVED BY A WALL DESIGN ENGINEER. PART 3: WALL CONSTRUCTION 3.1 FOUNDATION SOIL PREPARATION A. FOUNDATION SOIL SHALL BE EXCAVATED TO THE LINES AND GRADES AS SHOWN ON THE CONSTRUCTION DRAWINGS, OR AS DIRECTED BY THE ONSITE SOILS ENGINEER. B. FOUNDATION SOIL SHALL BE EXAMINED BY THE ONSITE SOIL ENGINEER TO ENSURE THAT THE ACTUAL FOUNDATION SOIL STRENGTH MEETS OR EXCEEDS ASSUMED DESIGN STRENGTH. C. OVER- EXCAVATED AREAS SHALL BE FILLED WITH COMPACTED BACKFILL MATERIAL APPROVED BY ONSITE SOILS ENGINEER. 3.2 WALL CONSTRUCTION WALL CONSTRUCTION SHALL BE AS SPECIFIED UNDER SECTION 1, PART 3, WALL CONSTRUCTION. 3.3 GEOGRID INSTALLATION A. INSTALL ALLAN BLOCK WALL TO DESIGNATED HEIGHT OF FIRST GEOGRID LAYER. BACKFILL AND COMPACT LAST 8 INCH LIFT BEHIND WALL TO DEPTH EQUAL TO DESIGNED GRID LENGTH BEFORE GRID IS INSTALLED. B. CUT GEOGRID TO DESIGNED EMBEDMENT LENGTH AND PLACE ON TOP OF ALLAN BLOCK TO BACK EDGE OF LIP. EXTEND AWAY FROM WALL APPROXIMATELY 3% ABOVE HORIZONTAL ON COMPACTED BACKFILL. C. PLACE NEXT COURSE OF ALLAN BLOCK ON TOP OF GRID AND FILL BLOCK CORES WITH DRAINAGE FILL TO LOCK IN PLACE. REMOVE SLACK IN GRID AND STAKE TO HOLD IN PLACE. D. LAY GEOGRID AT THE PROPER ELEVATION AND ORIENTATION SHOWN ON THE CONSTRUCTION DRAWINGS OR AS DIRECTED BY THE WALL DESIGN ENGINEER. E. CORRECT ORIENTATION OF THE GEOGRID SHALL BE VERIFIED BY THE CONTRACTOR AND ONSITE SOILS ENGINEER. STRENGTH DIRECTION IS TYPICALLY PERPENDICULAR TO WALL FACE. F. FOLLOW MANUFACTURERS GUIDELINES FOR OVERLAP REQUIREMENTS. IN CURVES AND CORNERS LAYOUT SHALL BE AS SPECIFIED ON CONSTRUCTION DETAILS, SECTIONS 10 -13. G. ADJACENT SHEETS OF GEOGRID SHALL BE BUTTED AGAINST EACH OTHER AT THE WALL FACE TO ACHIEVE 100 PERCENT COVERAGE. H. GEOGRID,LENGTHS SHALL BE CONTINUOUS. SPLICING PERPENDICULAR TO THE WALL FACE IS NOT ALLOWED. 3.4 FILL PLACEMENT A. INFILL MATERIAL SHALL BE PLACED IN LIFTS AND COMPACTED AS SPECIFIED UNDER SECTION 1, PART 3.4, UNIT INSTALLATION. B. BACKFILL SHALL BE PLACED, SPREAD AND COMPACTED IN SUCH A MANNER THAT MINIMIZES THE DEVELOPMENT OF SLACK OR MOVEMENT OF THE GEOGRID. C. ONLY HAND - OPERATED COMPACTION EQUIPMENT SHALL BE ALLOWED WITHIN 3 FEET, BEHIND THE WALL THIS AREA SHALL BE DEFINED AS THE CONSOLIDATION ZONE. COMPACTION IN THIS ZONE SHALL BEGIN BY RUNNING THE PLATE COMPACTOR DIRECTLY ON THE BLOCK AND THEN COMPACTING IN PARALLEL PATHS TO THE WALL FACE UNTIL THE ENTIRE CONSOLIDATION ZONE HAS BEEN COMPACTED. TWO PASSES OF THE PLATE COMPACTOR ARE REQUIRED WITH MAXIMUM LIFTS OF 8 INCHES. D. WHEN FILL IS PLACED AND COMPACTION CANNOT BE DEGINED IN TERMS OF MODIFIED PROCTOR DENSITY, THEN COMPACTION SHALL BE PERFORMED USING ORDINARY COMPACTION PROCESS AND COMPACTED SO THAT NO DEFORMATION IS OBSERVED FROM THE COMPACTION EQUIPMENT OR TO THE SATISFACTION OF THE WALL DESIGN ENGINEER OR ONSITE SOILS ENGINEER E. TRACKED CONSTRUCTION EQUIPMENT SHALL NOT BE OPERATED DIRECTLY ON THE GEOGRID. A MINIMUM BACKFILL THICKNESS OF 6 INCHES IS REQUIRED PRIOR TO OPERATION OF TRACKED VEHICLES OVER THE GEOGRID. TURNING OF TRACKED VEHICLES SHOULD BE KEPT TO A MINIMUM TO PREVENT TRACKS FROM DISPLACING THE FILL AND DAMAGING THE GEOGRID. F. RUBBER -TIRED EQUIPMENT MAY PASS OVER THE GEOGRID REINFORCEMENT AT SLOW SPEEDS, LESS THAN 1OMPH. SUDDEN BRAKING AND SHARP TURNING SHALL BE AVOIDED. G. THE INFILL SHALL BE COMPACTED TO ACHIEVE 90% MODIFIED PROCTOR. WHEN ROADWAYS OR STRUCTURES ARE LOCATED ABOVE THE REINFORCED ZONE THE INFILL SHALL BE COMPACTED TO 95% OF MODIFIED PROCTOR. COMPACTION SHALL BE TAKEN AT 4 FEET BEHIND THE BLOCK AND AT THE BACK OF THE REINFORCED ZONE AND FREQUENCY SHALL BE AS DETERMINED BY THE SITE SOILS ENGINEER OR AS SPECIFIED ON THE PLAN. SOIL TESTS OF THE BACKFILL MATERIAL SHALL BE SUBMITTED TO THE ONSITE SOILS ENGINEER FOR REVIEW AND APPROVAL PRIOR TO THE PLACEMENT OF ANY BACKFILL. THE CONTRACTOR IS RESPONSIBLE FOR ACHIEVING THE SPECIFIED COMPACTION REQUIREMENTS. THE ONSITE SOILS ENGINEER MAY DIRECT THE CONTRACTOR TO REMOVE, CORRECT OR AMEND ANY SOIL FOUND NOT 1N COMPLIANCE WITH THESE SPECIFICATIONS. SPECIFICATION GUIDELINES: WATER MANAGEMENT SECTION 3 PART 1: GENERAL DAMAGE 1.1 SURFACE DRAINAGE RAINFALL OF OTHER WATER SOURCES SUCH AS IRRIGATION ACTIVITIES COLLECTED BY THE GROUND SURFACE ATOP THE RETAINING WALL CAN BE DEFINED AS SURFACE WATER. RETAINING WALL DESIGN SHALL TAKE INTO CONSIDERATION THE MANAGEMENT OF THIS WATER. A. AT THE END OF EACH DAY'S CONSTRUCTION AND AT FINAL COMPLETION, GRADE THE BACKFILL TO AVOID WATER ACCUMULATION BEHIND WALL OR IN THE REINFORCED ZONE. SURFACE WATER MUST NOT BE ALLOWED TO POND OT BE TRAPPED IN THE AREA ABOVE THE WALL OR AT THE TOE OF THE WALL. B. EXISTING SLOPE ADJACENT TO RETAINING WALL OR SLOPES CREATED DURING THE GRADING PROCESS SHALL INCLUDE DRAINAGE DETAILS SO THAT SURFACE WATER WILL NOT BE ALLOWED TO DRAIN OVER THE TOP OF THE SLOPE FACE AND /OR WALL. THIS MAY REQUIRE A COMBINATION OF BERMS AND SURFACE DRAINAGE DITCHES. C. IRRIGATION ACTIVITIES AT THE SITE SHALL BE DONE IN A CONTROLLED AND REASONABLE MANNER. D. SURFACE WATER THAT CANNOT BE DIVERTED FROM THE WALL MUST BE COLLECTED WITH SURFACE DRAINAGE SWALES, AND DRAINED LATERALLY IN ORDER TO DISPERSE THE WATER AROUND THE WALL STRUCTURE. CONSTRUCTION OF A TYPICAL SWALE SYSTEM SHALL BE IN ACCORDANCE WITH CONSTRUCTION DETAILS PAGE 13, SECTIONS 4 & 5. 1.2 GRADING THE SHAPING AND RECONTOURING OF LAND IN ORDER TO PREPARE IT FOR SITE DEVELOPMENT IS GRADING. SITE GRADING SHALL BE DESIGNED TO ROUTE WATER AROUND THE WALLS. A. ESBATLISH FINAL GRADE WITH A POSITIVE GRADIENT AWAY FROM THE WALL STRUCTURE. CONCENTRATIONS OF SURFACE WATER RUNOFF SHALL BE MANAGED BY PROVIDING NECESSARY STRUCTURES, SUCH AS PAVED DITCHES, DRAINAGE SWALES, CATCH BASINS, ETC. B. GRADING DESIGNS MUST DIVERT SOURCES OF CONCENTRATED SURFACE FLOW AWAY FROM THE WALL SUCH AS PARKING LOTS. 1.3 DRAINAGE SYSTEM THE INTERNAL DRAINAGE SYSTEMS OF THE RETAINING WALL CAN BE DESCRIBED AS THE MEANS OF ELIMINATING THE BUILDUP OF INCIDENTAL WATER WHICH INFILTRATES THE SOILS BEHIND THE WALL. DRAINAGE SYSTEM DESIGN WILL BE A FUNCTION OF THE WATER CONDITIONS ON THE SITE. ADEQUATE DRAINAGE FACILITIES WILL BE REQUIRED TO COMPLETELY DRAIN THE RETAINING WALL STRUCTURE. A. ALL WALLS WILL BE CONSTRUCTED WITH A MINIMUM OF 12 IN OF DRAINAGE ROCK DIRECTLY BEHIND THE WALL FACING. THE MATERIAL SHALL MEET OR EXCEED THE SPECIFICATION FOR WALL ROCK OUTLINED IN SECTION 1, 2.2 WALL ROCK. B. ALL WALLS WILL BE CONSTRUCTED WITH A 4 INCH DIAMETER DRAIN TILE PLACED AT THE LOWEST POSSIBLE ELEVATION WITHIN THE 12 INCH OF DRAINAGE ROCK. THIS DRAIN TILE IS REFERRED TO AS A TOE DRAIN. C. GEOGRID REINFORCED WALLS SHALL BE CONSTRUCTED WITH AN ADDITIONAL 4 INCH DRAIN PIPE AT THE BACK BOTTOM OF THE REINFORCED SOIL MASS. THIS DRAIN TILE IS REFERRED TO AS A HEEL DRAIN. 1.4 TOE DRAIN DRAIN PIPE SHOULD BE LOCATED AT THE BACK OF THE ROCK DRAIN FIELD BEHIND THE WALL AS CLOSE TO THE BOTTOM OF THE WALL AS ALLOWED WHILE STILL MAINTAINING A POSITIVE GRADIENT FOR DRAINAGE TO DAYLIGHT, OR A STORM WATE MANAGEMENT SYSTEM. A. FOR SITE CONFIGUTATIONS WITH BOTTOMS OF THE BASE ON A LEVEL PLANE IT IS RECOMMENDED THAT A MINIMUM ONE PERCENT GRADIENT BE MAINTAINED ON THE PLACEMENT OF THE PIPE WITH OUTLETS ON 50 FT CENTERS, OR 100 FT. CENTERS IF PIPE IS CROWNED BETWEEN THE OUTLETS. THIS WOULD PROVIDE FOR A MAXIMUM HEIGHT ABOVE THE BOTTOM OF THE BASE IN A FLAT CONFIGURATION OF NO MORE THAN 6 INCH. B. FOR RIGID DRAIN PIPES WITH DRAIN HOLES THE PIPES SHOULD BE POSITIONED WITH THE HOLES LOCATED DOWN. ALLAN BLOCK DOES NOT REQUIRE THAT TOE DRAIN PIPES BE WRAPPED WHEN INSTALLED INTO BASE ROCK COMPLYING WITH THE SPECIFIED BASE MATERIAL. C. PIPES SHALL BE ROUTED TO STORM DRAINS WHERE APPROPRIATE OR THROUGH OR UNDER THE WALL AT LOW POINTS WHEN THE JOB SITE GRADING AND SITE LAYOUT ALLOWS FOR ROUTING. APPROPRIATE DETAILS SHALL BE INCLUDED TO PREVENT PIPES FROM BEING CRUSHED, PLUGGED, OR INFESTED WITH RODENTS. D. ON SITES WHERE THE NATURAL DROP IN GRADE EXCEEDS THE ONE PERCENT MINIMUM, DRAIN PIPES OUTLETS SHALL BE ON 10OFT CENTERS MAXIMUM. THIS WILL PROVIDE OUTLETS IN THE EVENT THAT EXCESSIVE WATER FLOW EXCEEDS THE CAPACITY OF PIPE OVER LONG STRETCHES. 1.5 HEEL DRAIN THE PURPOSE OF THE HEEL DRAIN IS TO PICK UP ANY WATER THAT MIGRATES FROM BEHIND THE RETAINING WALL STRCUTURE AT THE CUT AND ROUTE THE WATER AWAY FROM THE REINFORCED MASS DURING THE CONSTRUCTION PROCESS. A. THE PIPING USED AT THE BACK OF THE REINFORCED MASS SHALL HAVE ONE PERCENT GRADIENT OVER THE LENGTH, BUT IT IS NOT CRITICAL FOR IT TO BE POSITIONED AT THE VERY BOTTOM OF THE CUT. ADDITIONALLY THE ENTIRE LENGTH OF THE PIPE MAY BE VENTED AT ONE POINT AND SHOULD NOT BE TIED INTO THE TOE DRAIN. B. THE PIE MAY BE A RIGID PIPE WITH HOLES AT THE BOTTOM WITH AN INTEGRAL SOCK ENCASING THE PIPE OR A CORRUGATED PERFORATED FLEXIBLE PIPE WITH A SOCK TO FILTER OUT FINES WHEN REQUIRED BASED ON SOIL CONDITIONS. FOR INFILL SOILS WITH A HIGH PERCENTAGE OF SAND AND /OR GRAVEL THE HELL DRAIN PIPE DOES NOT NEED TO BE SURROUNDED BY ROCK. WHEN WORKING WITH SOILS CONTAINING MORE THAN FIFTY PERCENT CLAY, ONE CUBIC FOOT OF DRAINAGE ROCK IS REQUIRED FOR EACH FOOT OF PIPE. 1.6 GROUND WATER CAN BE DEFINED AS WATER TAHT OCCURS WITHIN THE SOIL. IT MAY BE PRESENT BECAUSE OF SURFACE INFILTRATION OR WATER TABLE FLUCTUATION. GROUND WATER MOVEMENT MUST NOT BE ALLOWED TO COME IN CONTACT WITH THE RETAINING WALL. A. IF WATER IS ENCOUNTERED IN THE AREA OF THE WALL DURING EXCAVATION OR CONSTRUCTION, A DRAINAGE SYSTEM (CHIMNEY, COMPOSITE OR BLANKET) MUST BE INSTALLED AS DIRECTED BY THE WALL DESIGN ENGINEER. B. STANDARD RETAINING WALL DESIGN DOES NOT INCLUDE HYDROSTATIC FORCES ASSOCIATED WITH THE PRESENCE OF GROUND WATER. IF ADEQUATE DRAINAGE IS NOT PROVIDED THE RETAINING WALL MUST CONSIDER THE PRESENCE OF THE WATER. 1.7 CONCENTRATED WATER SOURCES ALL COLLECTION DEVICES SUCH AS ROOF DOWNSPOUTS, STORM SEWERS, AND CURB GUTTERS ARE CONCENTRATED WATER SOURCES. THEY MST BE DESIGNED TO ACCOMMODATE MAXIMUM FLOW RATES AND TO OUTLET OUTSIDE THE WALL AREA. A. ALL ROOF DOWNSPOUTS OF NEARBY STRCUTRES SHALL BE SIZED WITH ADEQUATE CAPACITY TO CARRY STORM WATER FROM THE ROOF AWAY FROM THE WALL AREA. THEY SHALL BE CONNECTED TO A TILING SYSTEM IN CLOSED CONDUIT AND ROUTED AROUND THE RETAINING WALL AREA. B. SITE LAYOUT MUST TAKE INTO ACCOUNT LOCATIONS OF RETAINING WALL STRUCTURES AND ALL SITE DRAINAGE PATHS. DRAINAGE PATHS SHOULD ALWAYS BE AWAY FROM RETAINING WALL STRUCTURES. C. STORM SEWERS AND CATCH BASINS SHALL BE LOCATED AWAY FROM RETAINING WALL STRUCTURES AND DESIGNED SO AS NOT TO INTRODUCE ANY INCIDENTAL WATER INTO THE REINFORCED SOIL MASS. D. A PATH TO ROUTE STORM SEWER OVERFLOW MUST BE INCORPORATED INTO THE SITE LAYOUT TO DIRECT WATER AWAY FROM THE RETAIING WALL STRUCTURE. ALLAN BLOCK RETAINING WALL FOR CITY OF ENCINITAS TRACT 89 -031 LOTS 1 THRU 28, MAP NO. 14032 ENCINITAS, CALIFORNIA SHEET INDEX NUMBER TITLE 7C1 GENERAL NOTES 7C2 TYP. DETAILS, TYP. SECTIONS, & SITE PLAN 7C3 ALLAN BLOCK WALL ELEVATIONS P LAN PRIVATE ENGINEER'S NOTICE TO CONTRACTORS: THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES ON SITE, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY, AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND /OR FIELD CONDITIONS IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO CONSTRUCTION, AND SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT SO REPORTED AND RESOLVED. NOTE: REFER TO GRADING PLANS FOR WALL LOCATIONS, FINISHED GRADE ELEVATIONS, AND WALL STATIONINS. THE WALL BOTTOM ELEVATION IS BASED ON FINISHED GRADE ELEVATION PLUS EMBEDMENT REQUIRED FOR THE WALL. ANY DISCREPANCY IN WALL ELEVATIONS SHOULD BE BROUGHT TO OUR ATTENTION. SPECIAL INSPECTION ITEMS: -SOIL TYPE, CLASSIFICATION, SHEAR STRENGTH PARAMETERS, AND COMPACTION FOR SUBGRADE. -SOIL TYPE, CLASSIFICATION, SHEAR STRENGTH PARAMETERS, AND COMPACTION FOR BACKFILL. - EXCAVATION FOR FOUNDATION, SUB -GRADE CONDITION PRIOR TO LEVELING PAD PLACEMENT. - COMPACTION OF BACKFILL TO 90% OF MAX. DRY DENSITY PER ASTM D1557. -SOIL TYPE TO MEET MINIMUM DESIGN REQUIREMENT. - PLACEMENT OF LEVELING PAD. - PLACEMENT OF BLOCK AND GEOGRID. -SUB -DRAIN PLACEMENT. -WALL BATTER (SEE DRAWING). CONSTRUCTION NOTES: 1. STAKE WALL ALIGNMENT AND BACK -CUT LIMITS. 2. EXCAVATE AND STOCKPILE SOIL. 3. EXCAVATE TRENCH FOR LEVELING PAD. 4. INSTALL LEVELING PAD, BACK -CUT DRAIN AND SUBDRAIN. 5. INSTALL ALLAN BLOCKS AND GEOGRID REINFORCEMENT. 6. PLACE UNIT FILL IN AND BEHIND ALLAN BLOCKS. 7. COMPACT UNIT FILL USING PLATE COMPACTOR. 8. PLACE BACKFILL AND COMPACT. 9. FINISH GRADING BEHIND THE WALL. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE 2013 CALIFORNIA BUILDING CODE. MINIMUM SOIL PROPERTIES: REINFORCED FILL: RETAINED SOIL: FOUNDATION SOIL: cD =32 DEGREES chi =32 DEGREES (D =32 DEGREES Y =135 PCF Y =135 PCF Y =135 PCF C =0 PSF C =0 PSF C =0 PSF SEISMIC DESIGN ACCELERATION: USED IN ALLAN BLOCK WALL DESIGN = 0.309 REFERENCE: GRADING PLAN: PASCO LARET SUITER & ASSOCIATES, GRADING PLAN FOR CITY OF ENCINITAS TRACT 89 -031, LOTS 1 THRU 28, MAP NO. 14032, ENCINITAS, CALIFORNIA, RECEIVED MAY 16, 2016. GEOTECHNICAL REPORT: CHRISTIAN WHEELER ENGINEERING, UPDATED GEOTECHNICAL INVESTIGATION REPORT FOR RANCHO SUMMIT ESTATES, ENCINITAS TRACT 89 -031, RANCHO SUMMIT DRIVE, ENCINITAS, CALIFORNIA, DATED FEBRUARY 7, 2011. ST9 0CI-O &AL PLAO RCUZ_r_-wrO ArA) NPANO) ISY 06fL_ AS PC # l( - 1831. AS BUILT PREPARED BY: h<v o 2 COUNTY BENCH MARK H -0028 1.1 MI. HODGES DAM, FL N'LY OF 1.1 I. S.W. S. BENEATH CONC. FLUME CENTER, HDWL. CONC. CULVERT, STD. TAB M'KD 1938 -H28 -148. ELEV.= 148.221, A.M.S.L. NGVD29 ENO /NEE/ /NO Z D _`�c>/ ir�acr PLANS PREPARED UNDER THE SUPERVISION OF DATE: Y �19 � DAYA BETTADAPURA, RCE 46505 RECOMMENDED APPROVED BY.• BY. DATE: DATE: °T/ �i GRADING PLANS FOR: CITY OF ENCINITAS TRACT 89 -031 LOTS 1 THRU 2 IVI/`'1r N0. 14032 TM 89 -031 r A E11CONSULTANTS, INC. NO. C46505 3!m EXP. 6/30/2017 1701 EAST EDINGER AVENUE, SUITE A9 SANTA ANA, CALIFORNIA 92705 s�gTFO NIL oR�� DATE TEL: (888) 220 -5596 FAX: (714) 866 -4171 FCA��F REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING DESIGNED DRAWNWBY CHECKDEBDBY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. �cWBY -41 SN C =T ct It// COUNTY BENCH MARK H -0028 1.1 MI. HODGES DAM, FL N'LY OF 1.1 I. S.W. S. BENEATH CONC. FLUME CENTER, HDWL. CONC. CULVERT, STD. TAB M'KD 1938 -H28 -148. ELEV.= 148.221, A.M.S.L. NGVD29 HORIZONAL NIA VERTICAL N A Z D _`�c>/ ir�acr PLANS PREPARED UNDER THE SUPERVISION OF DATE: Y �19 � DAYA BETTADAPURA, RCE 46505 RECOMMENDED APPROVED BY.• BY. DATE: DATE: °T/ �i GRADING PLANS FOR: CITY OF ENCINITAS TRACT 89 -031 LOTS 1 THRU 2 IVI/`'1r N0. 14032 TM 89 -031 r 6857 -G +4�f SIGN DATE SHEET 7C1 OF-33. IBC -cJ ABI PROJECT NO.: 16096 DATE: 08/22/2016 SNC� 6• WAL BATTE I-- 1.469'—1 T 0.989' PLAN VIEW 0.6354' a: 1.469' ' •.:� 0.989' SECTION VIEW ISOMETRIC VIEW ALLAN BLOCK CLASSIC UNIT DETAILS NOT TO SCALE ALLAN BLOCK UNIT FINISHED GRADE a. WELL GRADED 3/4 "-/ GRANULAR DRAINAGE ROCK LESS THAN 10% FINES STEP UP AT BASE COURSE NOT TO SCALE REINFORCEMENj ALLAN BLOCK UNIT WITH WINGS REMOVED 3" OF SOIL REQUIRED BETWEEN OVERLAPPING REINFORCEMENT TO AVOID GEOGRO CONTACT �T z w w U Of Z 00 Z U J � a U z Of a TRIM REINFORCEMENT-/ TO FIT CURVE II /IL, _�9L!J i OUTSIDEICURVE GEOGRID OVERLAP NOT TO SCALE CONCRETE DRAINAGE DITCH ��pF �f (BY OTHERS) E�N�SN�O 12" LOW FELT BETWEEN WALL AND V -DITCH 10 I PERMEABILITY SOIL ALLAN BLOCK CAPSTONE 12" 1 1 ALLAN BLOCK CLASSIC UNIT 1 FILL CORE WITH UNIT FILL TOTAL WALL HEIGHT (VARIES) EMBEDMENT (VARIES) MIN. 6" COMPACTED CRUSHED ROCK LEVELING PAD TOTAL WALL HEIGHT (VARIES) <T' 6BA TER V 12" UNIT FILL ; COMPACTED SOIL BACKFILL GEOGRID LENGTH -I >- 1 ,a GEOGRID PER WALL 1 ELEVATION FOR LENGTH, TYPE, AND LOCATION 1� APPROXIMATE EXCAVATION LINE, INCLINATION AND LOCATION OF 1 BACKCUT, BENCHING TO BE \DE 1 DETERMINED BY PROJECT - -J GEOTECHNICAL ENGINEER. \ 4 "0 (MIN.) PERF. DRAIN PIPE TRIPLEWALL OR EQUAL WRAPPED WITH FILTER FABRIC INCASED IN 3/4" CRUSHED ROCKS 1 CU. FT. /FT. LENGTH WITH HOLES DOWN SLOPE AT 1% (MIN.). 6" SOLID PVC OUTLET PIPES AT 40' MAX. SPACING OR LOW 24"' POINTS ALONG THE WALL (REFER TO SITE GRADING PLAN). TYPICAL SECTION - ALLAN BLOCK WALL #1 NOT TO SCALE ALLAN BLOCK CAPSTONE ALLAN BLOCK CLASSIC UNIT FILL CORE WITH UNIT FILL ALLAN BLOCK WALL #1 12" LOW PERMEABILITY SOIL I~ MIN. 3' FINISHED GRADE � 1 1 1 to r-------- _ _J 1 6' WALL} 1�- COMPACTED SOIL BACKFILL V , 12" UNIT FILL BATTER, GEOGRID LENGTH ta�ti EMBEDMEN} (VARIES) IN. 10' T0� MIN. 6" COMPACTED CRUSHED ROCK LEVELING PAD , 1 GEOGRID PER WALL 1 ELEVATION FOR LENGTH, _ n n n n TYPE, AND LOCATION 1� APPROXIMATE EXCAVATION LINE, INCLINATION AND LOCATION OF i BACKCUT, BENCHING TO BE DETERMINED BY PROJECT -- - - - - -J GEOTECHNICAL ENGINEER. 4 "4 (MIN.) PERF. DRAIN PIPE TRIPLEWALL OR EQUAL WRAPPED WITH FILTER FABRIC INCASED IN 3/4° CRUSHED ROCKS 1 CU. FT. /FT. LENGTH WITH HOLES DOWN SLOPE AT 1% (MIN.). 6" SOLID PVC OUTLET PIPES AT 40' MAX. SPACING OR LOW — 24" POINTS ALONG THE WALL (REFER TO SITE GRADING PLAN). TYPICAL SECTION - ALLAN BLOCK WALL #2 NOT TO SCALE RO %, i f •f i P P P c ry_�V `��..T -..`` .`I _.—. -- - (iL '^a -2 m i ,.'". � q.'-- a �"�. —i =JJ tea. ° ` Y cry- Ai LAN BLOCK WALL #2 _._ ...- c� r f " _ y _ x v V) -- ° Ld j c-, , s� /Q /y�J 4� W� l J l (�+�! �5(-..m \\ \\ `04 a.<�. —�+ ('\ (n .((� �`o wryer P i P. 1 e�Y v \ \ �' ` p f }'-- i F / ^ 1.�0"` Ml �jy �4l !f Pr fP ��ti -------------------- -- - - -- -_ - - -- zn SITE PLAN SCALE: 1 " =30' NOTES: `'" 1. GRADING PLAN LINES, GRADES, AND ELEVATIONS ARE SHOWN FOR REFERENCE M O WA I\ �1- 1J� 6n Q W \ ,.�1- �. >- �+.( i O �k T `L� 00 N rrj 00 W W z I c� r. h..1._ cp Cj S&3 4 F.., �..-'h cp t f' fie i - p rn - -`yW �� \ (I w 4 \ pJ a QW I\ l ° -1 -i. if - _- y a - =1� — 'II F I! � v 1 N litjQT��/ c� / lC All r I[ll _ vT I� Ed ..,°r o � 0 I es Z °�I1 F C1] I "WW lZ h — — cn qPL' ` LO +✓ i a N ° ry_�V `��..T -..`` .`I _.—. -- - (iL '^a -2 m i ,.'". � q.'-- a �"�. —i =JJ tea. ° ` Y cry- Ai LAN BLOCK WALL #2 _._ ...- c� r f " _ y _ x v V) -- ° Ld j c-, , s� /Q /y�J 4� W� l J l (�+�! �5(-..m \\ \\ `04 a.<�. —�+ ('\ (n .((� �`o wryer P i P. 1 e�Y v \ \ �' ` p f }'-- i F / ^ 1.�0"` Ml �jy �4l !f Pr fP ��ti -------------------- -- - - -- -_ - - -- zn SITE PLAN SCALE: 1 " =30' NOTES: `'" 1. GRADING PLAN LINES, GRADES, AND ELEVATIONS ARE SHOWN FOR REFERENCE ONLY. PLEASE SEE PROJECT GRADING PLAN FOR SITE INFORMATION. 2. GENERAL CONTRACTOR AND WALL CONSTRUCTION CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL SUBTERRANEAN CONSTRUCTION WITHIN THE REINFORCED ZONE. ABI ENGINEERING CONSULTANTS, INC. SHALL BE CONSULTED PRIOR TO ANY EXCAVATION WITHIN THE REINFORCED ZONE. ALL EFFORTS SHALL BE MADE TO COORDINATE INSTALLATION OF SUBTERRANEAN FEATURES DURING WALL CONSTRUCTION. �O� QROFE 4/ `�� ?.BE TT q� 3. DURING CONSTRUCTION AND AFTER WALL COMPLETION THE FINISHED GRADE q4 F AS BUILT SHALL BE GRADED TO DRAIN AWAY FROM THE RETAINING WALL UNTIL FINAL PREPARED BY: �� y Z DRAINAGE SYSTEM IS COMPLETED. NO STANDING WATER SHALL BE ALLOWED ENG /NEEF? /NG 0�� z TO POND ABOVE THE RETAINING WALL. GRAPHIC SCALE ABICONSULTANTS, /NC, w ° N0. C46505 30 0 15 30 60 120 EXP. 6/30/2017 SITE PLAN SOURCE: 1 1701 EAST EDINGER AVENUE, SUITE A9 DATE PASCO LARET SUITER & ASSOCIATES, GRADING PLAN FOR CITY OF ENCINITAS I SANTA ANA, CALIFORNIA 92705 rTgT TRACT 89 -031, LOTS 1 THRU 28, MAP NO. 14032, ENCINITAS, CALIFORNIA, FEET) FoFCAUF° RECEIVED MAY 16, 2016. 1 INCH 30 FT. TEL: (888) 220 -5596 FAX: (714) 866 -4171 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING DESIGNED BY DRAWN BY CHECKDEBDBY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. �Istit T COUNTY BENCH MARK H -0028 PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED GRADING PLANS FOR: 1.1 MI. S.W. HODGES DAM, 15' NTY OF CIL HWY. BENEATH CONC. FLUME CENTER, HDWL CONC. CULVERT, STD. TAB M'KD 1938 -H28 -148. HORIZONAL 1 " =30' VERTICAL 1 " =30' �7J L X ,L ,O�rr_.,� t.� c%�� DATE: gI7 3JI G A��__ DAYA BETTADAPURA, RCE 46505 BY. BY. DATE: DATE: 12/ G CITY OF LOTS ENCINITAS TRACT THRU MAP NO. 89 -031 n 03 6857 -G SIGN 1 DATE SHEET 7C2 OF 31 ELEV= 148.221, A.M.S.L. NGVD29 1 LOS MAR 1�' TM 89 -031 ABI PROJECT NO.: 16096 DATE: 08/22/2016 lJEW SfIG'G =7� :N 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 ALLAN BLOCK WALL #1 ELEVATION SCALE: 1" = 8' 0 10 ��resxri uUuE:4x1x3 IVfrIE:bY9 20 30 40 I AS BUILT I DATE REVISIONS I APPROVED I DATE 50 RE I 70 L = 11.00' 80 90 100 110 120 130 140 ALLAN BLOCK WALL #2 ELEVATION SCALE: 1" = 8' 150 160 WiTZ Al 170 ul in M-El 'Tf 200 210 79 220 230 240 250 260 DRAWING NO." 6857 -G SHEET 7C3 OF,jj 1.6096 DATE: 08/22/2016 PREPARED BY: �1 11 NW LEGEND: ENG /NEEl4 /NG �Q �� G z = MIRAGRID 3XT GEOGRID GEOGRID REINFORCEMENT NOTES GRAPHIC SCALE ABICONSLJLTANTS, INC. w o NO. C46505 m - - - - = FINISHED GRADE IN FRONT OF WALL 1. GEOGRID REINFORCEMENT TO BE PLACED PER WALL ELEVATIONS AS SHOWN.; -' 8 0 4 8 16 32 m EXP. 6/30/2017 L = XX.00' = LENGTH OF GEOGRID FROM FACE OF WALL (FT.) 4� 2. WALL ELEVATIONS PROVIDE THE NUMBER OF ALLAN BLOCK COURSES, 1701 EAST EDINGER AVENUE, SUITE A9 * * TW = TOP OF WALL ELEVATION (FT.) FOOTING STEPS AND TOP OF WALL STEPS. SANTA ANA, CALIFORNIA 92705 rTyT CIVIk- �� BW = BOTTOM OF WALL ELEVATION (FT.) 3. SPECIAL INSPECTION REQUIRED PER TABLE PROVIDED ON SHEET 7C1. (IN FEET) 1 INCH FT. TEL: 888 220 -5596 FAX: 714 866 -4171 FOFCA��FO = ALLAN BLOCK CAPSTONE 4. SUBSTITUTE GEOGRIDS SHALL BE APPROVED BY THE ENGINEER. = 8 o = ALLAN BLOCK CLASSIC UNIT REFERENCES DATE BENCHMARK SCALE PLANNING DESIGNED DRAWN CHECK BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT WBY COUNTY BENCH MARK H -0028 PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED GRADING PLANS FOR: 1.1 MI. S. W. HODGES DAM, 15' N'LY OF CIL HWY. BENEATH CONC. FLUME CENTER, HDWL. CONC. CULVERT, STD. TAB M'KD 1938 -H28 -148. HORIZONAL 1 " =8' VERTICAL 1 " =8' °f/ / / /(s ��` SIGN DATE al �( DATE: I2 I6 DAYA BETTADAPURA, RCE 46505 BY. DATE: BY. DATE: CITY OF TS 1 ENCINITAS TRACT u p THRU MAP NO® 89 -031 -/�/ /�/'� 03 ELEV.= 148.221, A. M. S. L. NGVD29 TM 89 -031 9 1�' 'r A mew sycer ABI PROJECT I DRAWING NO." 6857 -G SHEET 7C3 OF,jj 1.6096 DATE: 08/22/2016 GRAPHIC SCALE 1 " =40` / ' r �'' _��fff i (b Oh 0 40 80 120 "t VEGETATED SCALE PCC a PER 15 TYR / ` / / / \\ - _ - -, „' v SEE SPECIAL -NOTE ' � ` ��- THIS SHEET! (TYPE 2 - i cn m VEGETA ED SWAL� A PROPOSED 8" PVC WATER MAIN CL -150 PROPOSED 10" PVC: ' %' / / % F LINE-- % / ' WATER MAIN CL -150 " �, \ - PER 6242 -G PER 6242 -G - / ' / i' r f-G 7 TCH. PROPOSED 8" & MAIN PROPOSED PRIVATE ROAD PUBLIC AIE(i �, 5 WATER CL -151T - UTILITIES PER GRADING PLAN.6242 G PUBLIC SEWER PLAN``CS 327 p i ! r' W, \. v1 \ W Wl I r n / r� It QS� 2p0 vr t , 0- A f 70. i - � 0 / A r 1 DING. .. , / r ' F r ti r , /- i , F ' *4 i f _ . OAYLIG{HT 10 _ p _ 26.4 -591-07 / / / ul F '830:0 _ _ . - - � 1 '' / � / / �, ' / L , .' y FG._ 7 _ � , L C3 , -- PAD �� _ -- A ON � ; � ' "" � i � , � �' C - � % i / ,/ / / ,� `� / / � y; '� - TW =7B �I�i �%�%.BF CH PER f .0 DITCH BW= 78d.0 L fG82 / !ESP SPAils - TW =782,0 - - - - BW 780.0 yy '' 'tea{' R Q / I I s i DISTURBED / l / FUTURE VEHICULAR ACCESS L` EASEMENT TO SAN DIEGO , GAS & ELECTRIC CO. 8" RAISED INLET 0 JAMES A. LARET R.C.E. NO. 29375 EXP. 03131117 REVISIONS NO SCALE DATE APPROVED I DATE / � 2 ,::, ' .x,: ..fax * '�.�:..x , :.. s �.,: , . i., .{ G : r ", \ \ \ � \� _ -r � -•�,�, .. .�•, �=�= ^- - ,/ O a : ! JCI O O El m of Pr w >, Q v v >. J r r 1 Ln M m. -_- }Q1f/� ¢ t - m N N Z. m mW'` m..- a w , ,; / .O,Jy `- ar au i 'Inuj ' ,C7K y�a; �- \ hV mON -n, -fin m P, w •ll i'' / - / �' ! / ll.' / i i % !' w 1 C % '1L Ll. l,V.yyw� ri n T n n _ Il- - II Z ti H ¢ N W '-+ ¢ ti Cn W ¢t�.1 w�t11 .-� a 2 cU l¢t13 3 3 3 3 Z_ � 3j11 a3F11- 3� zw ~ /"' LL3� a31�1, ain `a'al- m i" m 1" m t�p �I NH a a a NH a0 aU' zH Q Cr V`� Al �W ¢YO ¢Y� d ¢i v WIQ- 241 i=- itiF=- gQqIQ- p aUJ Ct-UJ a�Y•,0 yW aUOJ aUOJ mw O H OQ 2 ¢m ¢QmU �mU lO g 0 I LL ¢ ¢m ¢m O ¢m W¢ O� O u;/ 3a YN UN N YN Qa UN UN ¢a zo I - � ti N !n X (xD lx0 fn X (x LO m m u0 m INFLOW FROM BROW DITCH AS SHOWN ON PLANS VARIES PER PLAN 57x5' ROCK RIP -RAP PERT" kfp ` NO. 2 BACKING W/ FIL7 EFH CLOTH. T =2' (TYPT _ 2" HARDWOOD 24" MIN. ENGINEERED SOIL *SEE NOTE BELOW 3 " -3/8" GRAVEL g 12"-314 " CRUSHED ROCK INSTALL 30 MIL IMPERMEABLE IfDPE LININ�i OR PER SOILS ENGINEERS RECOMMENDATIONS ;_ 4" PERFORATED PIPE W/ FILTER' FABRIC TO CONNECT TO INLET. NOTE.' 4" PIPE SHALL BE CENTERED IN IMP RUN ENTIRE LENGTH OF IMP MOTE PERFURATIOM TO BE- PLACED AT INVERT OF PIPE *'ENGINEERED SOIL" LAYER SHALL BE MINI" 24" DEEP "SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MU Ch AND 20 -30% TOPSOIL NOTE TO CONTRACTOR: PERMANENT VEGETATED IMP AREAS SHALL BE CONSTRUCTED PER SIZE ON PLANS AND SPECIFICATIONS PROVIDED ON THIS DETAIL. ANY DEVIATIONS WITHOUT PRIOR APPROVAL FROM BOTH THE CITY OF ENCINITAS AND THE ENGINEER OF RECORD WILL RESULT IN REMOVAL AND RECONSTRUCTION OF IMP AREA. NOTE BASINS ON LOTS 7, 10, 12 -21 & 23. TO BE UTILIZED AS STORM WATER TREATMENT BIORETENTION BASINS TO TREAT RUNOFF FROM PROPOSED STREETS. ON LOTS 1 -6, 8, 9, 11, 22 & 24 -28 DETENTION BASINS TO BE UTILIZED AS STORM WATER TREATMENT BIORETENTION BASINS WHEN HOES ARE PROPOSED ON EACH LOT, SEE NAIL SHEET 5B. TYPICAL SECTION BIORETENTION / SEDIlNENT BASIN NOT TO BE MODIIMD WITHOUT CITY PERMIT NO SCALE DEEP ROOTED, DENSE, DROUGHT TOLERANT PLANTING SUITABLE FOR WELL DRAINED SOIL 8" RAISED INLET TG PER PLAN 4" MIN- 4 10" MIN. TOP OF BERM ROCK SPILLWAY EMERGENCY OVER FLOW 8 "xB "X4" TEED 8" PVC DRAIN PIPE @ 2% MIN. ;I 57x5' ROCK RIP - RAP PER D -40,' NO. 2 BACKING W/ FILTER CLOTH. T =2' (TYP) REFERENCES 3" PRF BENCHMARK PIPE (TYP) SAN DIEGO GAS &ELECTRIC CO. DESITGL BY DRAWN TGL Y _ _ cneJAL far Cc V40 o� - - -- CS i — 4" PERF IPE 1 ado CEV ¢ow PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED o � i a„ PIPE��TYP) oRl a � I � I PI PLAN GRID SECTION BIORETENTION /SEDIMENT BASIN 0 JAMES A. LARET R.C.E. NO. 29375 EXP. 03131117 REVISIONS NO SCALE DATE APPROVED I DATE / � 2 ,::, ' .x,: ..fax * '�.�:..x , :.. s �.,: , . i., .{ G : r ", \ \ \ � \� _ -r � -•�,�, .. .�•, �=�= ^- - ,/ O a : ! JCI O O El m of Pr w >, Q v v >. J r r 1 Ln M m. -_- }Q1f/� ¢ t - m N N Z. m mW'` m..- a w , ,; / .O,Jy `- ar au i 'Inuj ' ,C7K y�a; �- \ hV mON -n, -fin m P, w •ll i'' / - / �' ! / ll.' / i i % !' w 1 C % '1L Ll. l,V.yyw� ri n T n n _ Il- - II Z ti H ¢ N W '-+ ¢ ti Cn W ¢t�.1 w�t11 .-� a 2 cU l¢t13 3 3 3 3 Z_ � 3j11 a3F11- 3� zw ~ /"' LL3� a31�1, ain `a'al- m i" m 1" m t�p �I NH a a a NH a0 aU' zH Q Cr V`� Al �W ¢YO ¢Y� d ¢i v WIQ- 241 i=- itiF=- gQqIQ- p aUJ Ct-UJ a�Y•,0 yW aUOJ aUOJ mw O H OQ 2 ¢m ¢QmU �mU lO g 0 I LL ¢ ¢m ¢m O ¢m W¢ O� O u;/ 3a YN UN N YN Qa UN UN ¢a zo I - � ti N !n X (xD lx0 fn X (x LO m m u0 m INFLOW FROM BROW DITCH AS SHOWN ON PLANS VARIES PER PLAN 57x5' ROCK RIP -RAP PERT" kfp ` NO. 2 BACKING W/ FIL7 EFH CLOTH. T =2' (TYPT _ 2" HARDWOOD 24" MIN. ENGINEERED SOIL *SEE NOTE BELOW 3 " -3/8" GRAVEL g 12"-314 " CRUSHED ROCK INSTALL 30 MIL IMPERMEABLE IfDPE LININ�i OR PER SOILS ENGINEERS RECOMMENDATIONS ;_ 4" PERFORATED PIPE W/ FILTER' FABRIC TO CONNECT TO INLET. NOTE.' 4" PIPE SHALL BE CENTERED IN IMP RUN ENTIRE LENGTH OF IMP MOTE PERFURATIOM TO BE- PLACED AT INVERT OF PIPE *'ENGINEERED SOIL" LAYER SHALL BE MINI" 24" DEEP "SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MU Ch AND 20 -30% TOPSOIL NOTE TO CONTRACTOR: PERMANENT VEGETATED IMP AREAS SHALL BE CONSTRUCTED PER SIZE ON PLANS AND SPECIFICATIONS PROVIDED ON THIS DETAIL. ANY DEVIATIONS WITHOUT PRIOR APPROVAL FROM BOTH THE CITY OF ENCINITAS AND THE ENGINEER OF RECORD WILL RESULT IN REMOVAL AND RECONSTRUCTION OF IMP AREA. NOTE BASINS ON LOTS 7, 10, 12 -21 & 23. TO BE UTILIZED AS STORM WATER TREATMENT BIORETENTION BASINS TO TREAT RUNOFF FROM PROPOSED STREETS. ON LOTS 1 -6, 8, 9, 11, 22 & 24 -28 DETENTION BASINS TO BE UTILIZED AS STORM WATER TREATMENT BIORETENTION BASINS WHEN HOES ARE PROPOSED ON EACH LOT, SEE NAIL SHEET 5B. TYPICAL SECTION BIORETENTION / SEDIlNENT BASIN NOT TO BE MODIIMD WITHOUT CITY PERMIT NO SCALE DEEP ROOTED, DENSE, DROUGHT TOLERANT PLANTING SUITABLE FOR WELL DRAINED SOIL 8" RAISED INLET TG PER PLAN 4" MIN- 4 10" MIN. TOP OF BERM ROCK SPILLWAY EMERGENCY OVER FLOW 8 "xB "X4" TEED 8" PVC DRAIN PIPE @ 2% MIN. ;I 57x5' ROCK RIP - RAP PER D -40,' NO. 2 BACKING W/ FILTER CLOTH. T =2' (TYP) REFERENCES DATE BENCHMARK SCALE SAN DIEGO GAS &ELECTRIC CO. DESITGL BY DRAWN TGL Y _ _ cneJAL far Cc V40 - - -- - - -- I COUNTY BENCH MARK H -0028 1 ado CEV ¢ow PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED 1.1 MI. S.W. HODGES DAM, 15' N'LY OF HORIZONAL I"=40' CIL HWY. BENEATH CONC. FLUME CENTER HDWL. CONIC. CULVERT, STD. TAB M'KO REVIEWED BY: 1938- H28 -14B. VERTICAL 1 " =10'_ COLLEEN FIND LAND MANAGEMENT REPRESENTATIVE ELEV.= 148.221, A.M.S.L. NGV029 DATE A. LARET DATE: J_-Z_5 -p _- BY: R.C.E. NO. 29375 EXP. 03 -31 -17 O� I III ACt J.,• a J- F•- �p - a ,- -z 1,_ 1. .w - 3 NOTES: FOR STREET GRADING & UTILITY INSTALLATION DETAILS PROPOSED PER T.M. 69 -031, SEE GRADING PLAN 6242 -G AND CS -327. FOR EXACT LOT AND SUBDIVISION BOUNDARY DIMENSIONS SEE SUBDIVISION MAP No. 14032. SPECIAL NOTE TO CONTRACTOR CONTRACTOR SHALL F074 PCC BROW DITCH TO ENSI s�E RI.VYOFF IS DIRECTED FROM ROAD TO PRIVATE PROPERTY ON LOTS 7, 10-24. IVEW SHEET QA PRIVATE ROAD AND PUBLIC UTILITY EASEMENT PER MAP 14032 Q APROPOSED PNIVAT DRAINAGE EASEMENT IN FAVOR OF HOMEOWNERS PER 0 EASEMENT FOR PUBLIC ROAD AND UTILITY PUIPOSES IRREVOCABLY OFFERED TO THE CITY OF ENCINITAS PER MAP 14032 ❑2 15V20- WIDE EASEMENT FOR RECREATIONAL TRAIL PL POSES PER MAP 14032 0 PUBLIC SEWER EASEMENT TO THE CARDIFF SANITATION DISTRICT PER MAP 14032 EASEMENT FOR INGRESS EGRESS AND PUBLIC UTILITY PURPOSES TO THE OLIVENiAIN MUNICIPAL WATER DISTRICT PER MAP 14032 EASEMENT FOR BIOLOGICAL OPEN SPACE PER MAP 14032 © EXISTING EASEMENT FOR WATER PIPELINE PURPOSES TO THE OLIVENHAIN MUNICIPAL WATER DISTRICT PER DOCUMENT RECORDED DECEMBER 7, 1962 AS FILE ND. 374421 OF OFFICIAL RECORDS �7 EXISTING EASEMENT FOR WATER PIPELINE PURPOSES TO THE OLIVENHAIN MUNICIPAL WATER DISTRICT PER DOCUMMENT RECORDED DECEMBER 7, 1982 AS FILE NO. 374421 OF OFFICIAL RECORDS 19 EXISTING EASEMENT FOR INGRESS EGRESS AMJ UTILITY LINES TO AIRTOUCH CELLULAR PER DOCUMENT RECORDED JANUARY 31, 1966 AS FILE ND. 1966- 0049072 OF OFFICIAL RECORDS ® PRIVATE ROAD & PUBLIC UTILITY EASEMENT OVER LOT 33 FOR THE BENEFIT USE AND ENJOYMENT OF P.M. 11725 PER DOCMENT RECORDED 4 -5 -00 AS DOC. ND. 2000- 0172441 OF O.A. 22 PUBLIC SEWER EASEMENT OVER ALL OF LOT 33 TO THE CARDIFF SANITATION DISTRICT PER MAP 14032 23 15%20' WIDE ACCESS EASEMENT FOR INGRESS AND EGRESS TO SAN DIEGO GAS AND ELECTRIC COMPANY PER MAP 14032 27 EXISTING EASEMENT FOR LINGERGROLIAD UTILITIES TO AIRTOUCH CELLULAR PER DOCUMENT RECORDED JANUARY 31, 1996 AS DOCUENT NO. 1996- 0049072 OF O.R. & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 858.259.8212 1 fz 858.259.4812 1 plaaengineering.com APPROVALS CITY OF ENCINITAS APPROVED GRADING PLANS FOR: BY: DATE: _2/ 2/17__ M y OF ENCINITAS TRACT 89-031 LOTS 1 TAU 28, MAP NO. 14032 TM 89 -031 No. 29375 Exp. 03/31/17 Islam �.a �7aL3�lLnlial��!! °LSA 10108CMISTRUCTION m Q i•- U Cc > Rtil- Cc V40 MQ QF. 10171 a ado ¢QmU 1 ado CEV ¢ow t¢ co UO a„ �N oRl a x k N m m NOTES: FOR STREET GRADING & UTILITY INSTALLATION DETAILS PROPOSED PER T.M. 69 -031, SEE GRADING PLAN 6242 -G AND CS -327. FOR EXACT LOT AND SUBDIVISION BOUNDARY DIMENSIONS SEE SUBDIVISION MAP No. 14032. SPECIAL NOTE TO CONTRACTOR CONTRACTOR SHALL F074 PCC BROW DITCH TO ENSI s�E RI.VYOFF IS DIRECTED FROM ROAD TO PRIVATE PROPERTY ON LOTS 7, 10-24. IVEW SHEET QA PRIVATE ROAD AND PUBLIC UTILITY EASEMENT PER MAP 14032 Q APROPOSED PNIVAT DRAINAGE EASEMENT IN FAVOR OF HOMEOWNERS PER 0 EASEMENT FOR PUBLIC ROAD AND UTILITY PUIPOSES IRREVOCABLY OFFERED TO THE CITY OF ENCINITAS PER MAP 14032 ❑2 15V20- WIDE EASEMENT FOR RECREATIONAL TRAIL PL POSES PER MAP 14032 0 PUBLIC SEWER EASEMENT TO THE CARDIFF SANITATION DISTRICT PER MAP 14032 EASEMENT FOR INGRESS EGRESS AND PUBLIC UTILITY PURPOSES TO THE OLIVENiAIN MUNICIPAL WATER DISTRICT PER MAP 14032 EASEMENT FOR BIOLOGICAL OPEN SPACE PER MAP 14032 © EXISTING EASEMENT FOR WATER PIPELINE PURPOSES TO THE OLIVENHAIN MUNICIPAL WATER DISTRICT PER DOCUMENT RECORDED DECEMBER 7, 1962 AS FILE ND. 374421 OF OFFICIAL RECORDS �7 EXISTING EASEMENT FOR WATER PIPELINE PURPOSES TO THE OLIVENHAIN MUNICIPAL WATER DISTRICT PER DOCUMMENT RECORDED DECEMBER 7, 1982 AS FILE NO. 374421 OF OFFICIAL RECORDS 19 EXISTING EASEMENT FOR INGRESS EGRESS AMJ UTILITY LINES TO AIRTOUCH CELLULAR PER DOCUMENT RECORDED JANUARY 31, 1966 AS FILE ND. 1966- 0049072 OF OFFICIAL RECORDS ® PRIVATE ROAD & PUBLIC UTILITY EASEMENT OVER LOT 33 FOR THE BENEFIT USE AND ENJOYMENT OF P.M. 11725 PER DOCMENT RECORDED 4 -5 -00 AS DOC. ND. 2000- 0172441 OF O.A. 22 PUBLIC SEWER EASEMENT OVER ALL OF LOT 33 TO THE CARDIFF SANITATION DISTRICT PER MAP 14032 23 15%20' WIDE ACCESS EASEMENT FOR INGRESS AND EGRESS TO SAN DIEGO GAS AND ELECTRIC COMPANY PER MAP 14032 27 EXISTING EASEMENT FOR LINGERGROLIAD UTILITIES TO AIRTOUCH CELLULAR PER DOCUMENT RECORDED JANUARY 31, 1996 AS DOCUENT NO. 1996- 0049072 OF O.R. & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 858.259.8212 1 fz 858.259.4812 1 plaaengineering.com APPROVALS CITY OF ENCINITAS APPROVED GRADING PLANS FOR: BY: DATE: _2/ 2/17__ M y OF ENCINITAS TRACT 89-031 LOTS 1 TAU 28, MAP NO. 14032 TM 89 -031 No. 29375 Exp. 03/31/17 Islam �.a �7aL3�lLnlial��!! °LSA 10108CMISTRUCTION m P � i t T l J { t K 1 A 9i y :-emu 111 • , ! I C — n d Apo " e � � l 1• i e,i �. � 'SI 3 < rr i , — ,� DITCH PER D-75 t I�c's,J , t r�jey� B ✓� s' ,� Cly,. l —I� iP9 7A �� ' , LO FG &3511 CO t Y G,AYLIGHT I F281 5 �a 264-- 591 -10 1 PCC BROW C�F'G 8 ;0 0 ' �. PAD 83$.5 T DITCH PER 0-75 ' r tJ 'tS ✓ a.. i + r 'r-�- Iik �1 4 � i i - ,,� >c„ a, 0.u' ✓ - i t ,. � ' -t 4 FG B38.5 EASEMENT NOTES. � v r t % FG 812.8 T Rio' FS 834.1 DA PRIVATE ROAD AND PUBLIC UTILITY EASEMENT PER MAP 14032 i� V ✓ �"' hitp'0 FS 833.9 r -,� i y ,. ` �` �< t,. \• �, A l 6 ' �� t y y \ ' -' i .. $ FS 8.36.4 ' 15' S FS 836.2 © PROPOSED PRIVATE DRAINAGE EASEMENT IN FAVOR OF HOMEOWNER'S ASSOCIATION PER MAP 14032 EASEMENT FOR PUBLIC ROAD AND UTILITY PURPOSES IRREVOCABLY x • \ P 8]6.O'` \ OFFERED TO THE CITY OF ENCINITAS PER MAP 14032, `\ \i , \ \ C A ®❑4 20 22 t 15-120' WIDE EASEMENT FOR RECREATIONAL TRAIL PURPOSES PER MAP \ 14032 PUBLIC SEWER EASEMENT TO THE CARDIFF SANITATION DISTRICT �� PER MAP 14032` EASEMENT FOR INGFiES$ EGRESS, AND PUBLIC UTILITY PURPOSES TO THE OLIVENHAIN MUNICIPAL WATER DISTRICT PER MAP 14032 EASEMENT FOR BIOLOGICAL OPEN SPACE PER MAP 14032 'yq 15 EXISTING EASEMENT FOR POLE LIDS AND UNDERGROUND CONDUITS TO SAN DIEGO GAS & ELECTRIC COMPANY PER DOCUMENT RECORDED 1 FEBRUARY 11, 1954 IN BOOK 5138, PAGE 324 OF O.R. ® PRIVATE ROAD G PUBLIC UTILITY EASEMENT OVER LOT 33 FOR THE BENEFIT, USE AND ENJOYMENT OF P.M. 11725 PER DOCIAENT i �' 91 B FS 833.2 RECORDED 4 -5 -00 AS DOC. N0. 2000- 0172441 OF O.R. i i " � 8 �\ PAD 18.0 3 23 i \ FS 833.4 22 PUBLIC SEWER EASEMENT OVER ALL OF LOT 33 TO THE CARDIFF 4 i 1 �t �`� 'V DAYLIGHT PCC BROW DISFI SANITATION DISTRICT PER MAP 14032 i ' , \ �! �� \ LINE PER D-:75-,(t , 111 � � ' 23 15%20' WIDE ACCESS EASEMENT FOR INGRESS AND EGRESS TO SAN 3 \ ` _ \ \\ •'a \ =C l' - DIEGO GAS AND ELECTRIC COMPANY PER MAP 14032 - 1 ,: f v _ _ __— , t � _ NOTES: .FG 818.0` FOR STREET GRADING & UTILITY INSTALLATION DETAILS 1'' ��, _ - �•.� PROPOSED PER T.M. 89 -031, SEE GRADING PLAN 6242 -G 'vOPBN SRS AAA - 1'�OT TO � , — - -327. BE STURBF., MT AND CS 2 y' D BOUNDARY DIMENSION t `t - �� SEE SUBDIVISION AND No. � 14032 7 N mW o� �� FUTURE_ VENIfULAR'ACCES5Qe? GRAPHIC SCALE 1 " =40' EA _ aAn �� SGASN &,ELECTRILO m LLJ t 0 40 SO 120 ¢ 1 U0 o X QpOFESSr A.L49�`�yc AS BUILT oN PASCO LARET SUITER CO ¢Z & ASSOCIATES w No. 29375 T cn CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING Cr Exp. 03/31/17 535 North Highway 101, Ste A, Solana peach, CA 92075 Tq CIVIL JAMES A. LARET DATE /��JT/��''9!�{�/T j \''� (��y�/��°�FT g Y Q R.C.E. NO. 29375 NEW �L/ I I SHEET 1 ph 858.259.8212 1 fa 858.259.4812 1 plsaengineering.com OF CA`IF�� EXP. 03131117 REVISIONS APPROVED DA REFERENCES DATE BENCB RK SCALE `' oeszTGL eY oa TGL Y CHECKED JAL ev TE s APPROVALS CI'T'Y OF ENCINITAS ENGR4F".ING DEPARTMENT DRAWING NO. -- COUNTY BENCH MARK H -0028 /v PLANS PREPARED UN ER THE SUPERVISION OF RECOMMENDED APPROVED GRADING PLANS FOR.' ADDED SHEET 8C_ 4A.e � � _- - -- - CIL HWY. CONBENEATH T,NC. AB MENDER HORIZONAL _1„ =40; DATE: BY:_ - _- ______ BY: -pl - --I3 - 3/2 /(o R. C. E. N0. 29375_ DATE. DATE. Ej]�*%�jC 7S� +%A'j�D�ea ®n�1 6857 —G AGC7 2U(xAt yt7 1938-H28-14B. VERTICAL 1 10 CITY ®�1111L �1YL1� NO. �31,, Ntt_-WAFw _ -_ -_ ELEV.= 148.221, A.M.S.L. NGVD29 p ES A. LA ET EXP. 03 -31 -17 I __ _ TM 89-031 ISHEET 8C OF �jj d SEE SHEET 11B lh r.x. p" i '1 LEGEND EROSION CONTROL NOTES: NOTES: GRAVEL BAG O® =3 =cm GRAVEL BAGS SHALL BE PLACED SRMOLNDINS IA-ETS IN FOR STREET GRADING, UTILITY INSTALLATION DETAILS TO PW V W SEDIAENT FROM ENTERING THE' STORM AND EROSION CONTROL PROPOSED PER T 89-031, SILT PENCE — .M. SEE GRADING PLAN 6242 —G AND CS -327. SPECIAL NOTE TO CONTRACTOR HYDROS HYDROSEED SHALL BE APPLIED TO SLOPES STEEPER THAN Rat CONTRACTOR SHALL FORN PCC BROW DITCH TO B&FIE RI.WF IS DIRECTED HORIZONTAL TO VERTICAL THAT ARE GREATER THAN THREE FROM ROAD TO PRIVATE PROPERTY ON LOTS 7. 10. 12-24. STRAW WATTLES " �— �- FEET HIGH IN FILL AREAS AND GREATER THAN FIVE FEET HIGH IN CUT AREAS. SEE SKEET 24. IF PADS ARE LEFT TO REMAIN VACANT FOR A PERIOD DD TFfEE MONTHS OR MORE- DD AT THE DISCRETION OF THE CITY ENGINEER THE ENTIRE PAD MALL BE HYOROSEERED. SEE SHEET 24. GRAPHIC SCALE 1 " =40' ON LOTS 1-Ca 8, R It 4 27 & 28 DETENTION BASINS TO BE UTILIZED AS SEDR 9VT BASIL PRIOR TO CONSTRUCTION I SEE EME SEE OF RESIDENCES. BASB6 ON LOTS 7, 10 12-24 2R 24 & 26 TO BE UTILIZED AS STORM WATER TREATMENT BIORETENTION 0 40 80 120 TAMIL T RUNOFF FROM PROPOSED STREETS. SEE IT IS THE CONTRACTORS RESPONSIBILITY TO ENSU3E 4 N �p DES A.tq q! �� ,POFESSI�� <a� AS $UII.T EROSION CONTROL AEASUES AFE INSTALLED AND MAINTAINED "� 7 PR-Y. � & ASSOCIATES W No. 29375 rn Exp. 03/31/15 - — - STRAW WATTLES SHALL BE PLACED ON GRADED PADS AT TOPS CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING JAMES A. LAAET DATE R.C.E. NO. 29375 DD SLOPES. ADDITIONAL EROSION CONTROL MEASUES MAY BE REQUIRED '� m('�'' ['��% j'7 lv�"'� �/�/ 1 535 IV ®841s Highway 1 ®Il, 34e A., Solana Beach, �A 92 ®i5 858.259.8222 I fa 858.259.4822 PIlaaengineesing.com �q �,�� Q. EXP. 03131115 AS DIRECTED BY THE CITY OF ENCINITAS. �,►1+ Ph OR CALF REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE oesITGL av oa cHeJAL _ev APPROVALS CITY OF ENCR+TffAS ENGMEMUNG DEPARTMENT DRAV6 WG NO. TGLBY ADDED SHEET 11B 24 COUNTY BENCH MARK H -0028 PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED EROSION CONTROL PLANS FOR: CIL HWY. BENEATH CONCMFLUME CENTER, HORZZONAL 1 " =40' DATE: / ,� - BY: BY: C 1 O1� 1'iirCllrll�`1�.7 is1 (7� -031 6857 -G _ HOWL. CONC. CULVERT, STD. TAB M ICD 1938 -H28 -148. VERTICAL 1"=10' �1 A� R. C. E. NO. 29375 J 1ES A. LARET DATE: DATE: -1� 2d7/ T r�[�T 7�T A n LOTS 1 117.8 28, 1r O. 1` 032 ELEV.= 148.221, A.M.S.L. NGVD29 EXP. 03 -31 -15 �r' — — TM 89 -031 ISHEET ' 1 OF 31 �,..'t n..a •c nnso n, r• �nwnnn rn„nrrna. /0 • P 40 • 40 80 120 JAMES A. LARET R.C.E. NO. 29375 EXP. 03131115 DATE C Vag 1 LEGEND GRAVEL BAG o000000 SILT FENCE x�Ne- HYAROSEED STRAW WATTLES GRAVEL BAG EROSION CONTROL NOTES &W EL , r�! ,r•ir I ENTERING THE STORM FWN SYSTEM. HYDROSEED 914LL BE APPLIED TO SLOPES STEEPER THAN 6.1 hORIZONTAL TO VERTICAL FEET HIGH IN FILL AREAS H191 IN CUT AREAS. SEE i !' ! CNEATER T�M FIVE FEET IF PADS 3E I, R MORE Y AT THE DISCRETION OF CITY l E71 TfE ENTIRE PAD 9WI BE HYDROSEEDED. SE SHEET 2A. ON LOTS .:• : DETENTION BASw TO 116=9101- m-W9,4441494-axIm BASINS TO TFEAT RJaT FROM PROPOSED SUEETS. DETAIL IT IS THE CON`7R4CTORS RE&OW161LITY TO EROSION 4 I ► � ENSUE l 'r/ OF SLOPES. ADDITIONAL EROSION CONTROL AEASLAES MAY BE r l•+ I AS 1 ►0, BY -fjFE CITY OF ENCINITAS. X NOTES: FOR STREET GRADING, UTILITY INSTALLATION DETAILS AND EROSION CONTROL PROPOSED PER T.M. B9 -031, SEE GRADING PLAN 6242 -G AND CS -327. cQ 11 sit, NO / MMA A. No. 29375 Exp. 03/31/15 REVISIONS APPROVED DATE REFERENCES DATE BENC�RK SCAM ueszTGL- dr - - -Ofl TGL r �H�JAL nr APPROVALS CITY OF ENCINITAS ENGIN IERRiG DEPARTMENT DRAWING NO. ADDED SHEET 128 AA. A1% 1 _ COUNTY BENCH MARK H -0028 PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED EROSION CCO^1NT�RO*L PLANS FOR ��r� A [� r�]� A r(+ p /� 1.1 MI. S.W. HODGES DAR 15' N'LY OF C j ,L O� ENCffW 1`�w7 l ]rll A C1 O9 __031 6857 —G HORIZONAL 1 ' =40' _ CIL HWY. BENEATH CONC. FLUME CENTER, �p l DATE:. .d L,5 BY: BY: _ - •- FAG -v�'� R.C.E. NO. 29375 1938 CONC. CULVERT, STD. TAB M KD J ES A . LARE"f DATE: DATE: �' LOTS T T p G� 1938 -H28 -148. VERTICAL 1_' =10' - +I-3 L ®11.7 1 lJ 20' MAP NO. 14 032 — — - -- ELEV.= 148.221, A.M.S.L. NGVD29 EXP. 03 -31 -15 TM 89 -031 SHEET 2 OF 11A r f 7� /0 • P 40 • 40 80 120 JAMES A. LARET R.C.E. NO. 29375 EXP. 03131115 DATE C Vag 1 LEGEND GRAVEL BAG o000000 SILT FENCE x�Ne- HYAROSEED STRAW WATTLES GRAVEL BAG EROSION CONTROL NOTES &W EL , r�! ,r•ir I ENTERING THE STORM FWN SYSTEM. HYDROSEED 914LL BE APPLIED TO SLOPES STEEPER THAN 6.1 hORIZONTAL TO VERTICAL FEET HIGH IN FILL AREAS H191 IN CUT AREAS. SEE i !' ! CNEATER T�M FIVE FEET IF PADS 3E I, R MORE Y AT THE DISCRETION OF CITY l E71 TfE ENTIRE PAD 9WI BE HYDROSEEDED. SE SHEET 2A. ON LOTS .:• : DETENTION BASw TO 116=9101- m-W9,4441494-axIm BASINS TO TFEAT RJaT FROM PROPOSED SUEETS. DETAIL IT IS THE CON`7R4CTORS RE&OW161LITY TO EROSION 4 I ► � ENSUE l 'r/ OF SLOPES. ADDITIONAL EROSION CONTROL AEASLAES MAY BE r l•+ I AS 1 ►0, BY -fjFE CITY OF ENCINITAS. X NOTES: FOR STREET GRADING, UTILITY INSTALLATION DETAILS AND EROSION CONTROL PROPOSED PER T.M. B9 -031, SEE GRADING PLAN 6242 -G AND CS -327. cQ 11 sit, NO / MMA A. No. 29375 Exp. 03/31/15 REVISIONS APPROVED DATE REFERENCES DATE BENC�RK SCAM ueszTGL- dr - - -Ofl TGL r �H�JAL nr APPROVALS CITY OF ENCINITAS ENGIN IERRiG DEPARTMENT DRAWING NO. ADDED SHEET 128 AA. A1% 1 _ COUNTY BENCH MARK H -0028 PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED EROSION CCO^1NT�RO*L PLANS FOR ��r� A [� r�]� A r(+ p /� 1.1 MI. S.W. HODGES DAR 15' N'LY OF C j ,L O� ENCffW 1`�w7 l ]rll A C1 O9 __031 6857 —G HORIZONAL 1 ' =40' _ CIL HWY. BENEATH CONC. FLUME CENTER, �p l DATE:. .d L,5 BY: BY: _ - •- FAG -v�'� R.C.E. NO. 29375 1938 CONC. CULVERT, STD. TAB M KD J ES A . LARE"f DATE: DATE: �' LOTS T T p G� 1938 -H28 -148. VERTICAL 1_' =10' - +I-3 L ®11.7 1 lJ 20' MAP NO. 14 032 — — - -- ELEV.= 148.221, A.M.S.L. NGVD29 EXP. 03 -31 -15 TM 89 -031 SHEET 2 OF 11A BIG' , C t- S lL i rcmn t 1, Trr LEGEND EROSION CONTROL NOTES: NOTES: GRAVEL BAG cumcm ®o GRAVEL BAGS SHALL BE PLACED SLING IRtETS IN FOR STREET GRADING, UTILITY INSTALLATION DETAILS aRDER TO PREVENT SEDIN34T FROM ENTERING THE STOW AND EROSION CONTROL PROPOSED PER T.M. 89 -031, SILT FENCE DRAIN SYSTEM. SEE GRADING PLAN 6242 -G AND CS -327. HYDROSEED 0 HYDRO M SHALL BE APPLIED TO SLOPES STEEPER THAN 6:1 HORIZONTAL TO VERTICAL THAT ARE GREATER THAN THEE $� STRAW WATTLES FEET HIGH IN FILL AREAS AND GREATER THAN FIVE FEET HIGH IN CUT AREAS. SEE SREET 24. IF PADS ARE LEFT TO REKIIN VACANT FOR A PERIOD OF TWEE MONTE OR MORE, OR AT THE DISCRETION OF ThE CITY ENGIiEER TIf ENTIRE PAD SHALL BE HYDROSEEDED. SEE SFEET 24. GRAPHIC SCALE S"=40' DN LOTS 1-6 & R 14 4 27 9 28 DETENTION BASINS TO BE UTILIZED AS SEDDENT BASINS PRIG? TO CONSTRUCTION OF RESIDENCES. BASINS ON LOTS 7, 10, 12-21, 2a 24 626 0 40 80 120 TO BE UTILIZED AS STORM WATER TREATMENT BIORETENTION BASINS TO TREAT RUNOFF FROM PROPOSED STREETS. SEE DETAIL REET 7B. SPECIAL NOTE TO CONTRACTOR �O DES AS cION�t AS BUMT IT IS THE CONTRACTORS RESPONSIBILITY TO ENSIATE CONTRACTOR SHALL FOFR PCC BROW DITCH TO ENSLRE RUNOFF IS DIRECTED FROM S R U ITER y A 9 Fz EROSION CONTROL MEASLfES ARE INSTALLED AND MAINTADED ROAD TO PRIVATE PROPERTY ON LOTS 7, 10-24. RRiOPERRLY. & ASSOCIATES w No. 29375 m STRAW WATTLES SHALL BE PLACED ON GRADED PADS AT TOPS CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING c Exp. 03/31/15 z JAMES A. LARET DA 1E A.C.E. NO. 29375 OF SLOPES, ADDITIONAL B70SION CONTROL AEASUES MAY BE REQUIRED 535 North Highway 101 Ste A Solana Beach CA 92075 g Y BEET ph 858.259.8212 fx 858.259.4812 plaaengineering.com `rA4 CIVIC- %� OF EXP. 03131115 AS DIRECTED BY 71f CITY OF ENCINITAS. CAh\_ REVISIONS APPROVED DATE REFERENCES DATE BENCBMARK SCALE BY DRAWN v CHECKED 9Y oESIT6 APPROVALS CITY OF ENCINITAS ENGINFY MPARtThfFM DRAWING NO" D TGL JAL -RWG ADDED AA -- -- COUNTY BENCH MARK H -0028 PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED EROSION CONTROL PLANS FOR: -SHEET _13B _ - 1.1 MI. S.W. HODGES DAM, 15' N'LY OF C/L HWY. BENEATH CONC. FLUME CENTER, HOWL. 28-1 CULVERT, STD. TAB MTCD 1938 -H28 -148. HORIZONAL 1_ " -40' VERTICAL 1"=10' DATE: 1�?;��,►� R.C.E. N0. 29375 J MES A. LARET BY: _ BY: DATE: DATE: 12 - /24// -3 c� ®F�i,L�cl1�112`!S CT" 89031 LOTS T '� p MAP 7�T J� ®TR7 1 J V 2® dYlC1� lr ®. 14032 ' 657 - - SHEET 3 OF 2 -'- ELEV.= 148.221, A.M.S.L. NGVD29 EXP. 03 -31 -15 TM 89 -031 - GRAVEL- - - - - -- FENCE _ L•/ 7 / ., EPOSMN CONTROL GRAVEL BAGS SLMLL BE PLACED s•,•/ ► 1 f•t/ i / 5i:. l:•% 1''' I tau I'J "771 ►71 I y I "- '7` f 7 y'7 T 7 I' •/ 1.17 1 / ax= BASINS TO TREAT R)ffF FROM PRUMM STREETS. Sff DETAIL L;il,Ya; / SLOPES. /J C NAL EROSION CONTROL , S REQUIRED • • / 0 40 80 120 0 JAMES A. LARET R.C.E. NO. 29375 EXP. 03131115 DATE elm. NOTES: FGR STREET GRADING, UTILITY INSTALLATION XL AND EROSION CONTROL PROPOSED PER T.M. 89= 031, SEE GRADING PLAN 6242 —G AND CS -327. { SHEET A. No. 29375 Exp. 03/31/15 REVISIONS APPROVED DATE REFERENCES DATE BE CE MARK SCALE - ''DESTBNED er ' . ". DRA Y -.... ,, CHECKED 9Y „... A PMOVM S ,., .,.., - C= OF i'il\ COR AS t'il\GINEOU G DEPARTMENT 1Jit!'f 7ANG NO. GL JAL ADDED SHEET 148 2 v - COUNTY BENCH MARK H -0028 CI HWY. S.W. HEDGES DAM, 15' C OF HOW O BENEATH CONS. FLUME CENTER, HOWL. CONC. CULVERT, STD. TAB MYCD 1938 -H28 -148. ELEV.= 148.221, A.M.S.L. NGVD29 HORIZONAL 1"=40' VERTICAL I"=10' PLANS PREPARED UND R HE SUPERVISION OF j� DATE: ! 'l _ /( R. C. E. N0. 29375 'A ES A. LARET `� EXP. 03 -31 -15 RECOMMENDED APPROVED BY: __ BY: DATE: DATE: J_2- �_2�{��3 EROSION CONTROL PLANS FOR: CITY OF ENCIIITITAS TRACT 89 -031 �1 9 rj�T T MAP D 7�T LOTS 1 TrI1llJ 28 1.x11'1!" lr ®, 14032 TM 89-031 6857 -- ___ _ - - SHEET &&F q 1 SHEET A. No. 29375 Exp. 03/31/15 REVISIONS APPROVED DATE REFERENCES DATE BE CE MARK SCALE - ''DESTBNED er ' . ". DRA Y -.... ,, CHECKED 9Y „... A PMOVM S ,., .,.., - C= OF i'il\ COR AS t'il\GINEOU G DEPARTMENT 1Jit!'f 7ANG NO. GL JAL ADDED SHEET 148 2 v - COUNTY BENCH MARK H -0028 CI HWY. S.W. HEDGES DAM, 15' C OF HOW O BENEATH CONS. FLUME CENTER, HOWL. CONC. CULVERT, STD. TAB MYCD 1938 -H28 -148. ELEV.= 148.221, A.M.S.L. NGVD29 HORIZONAL 1"=40' VERTICAL I"=10' PLANS PREPARED UND R HE SUPERVISION OF j� DATE: ! 'l _ /( R. C. E. N0. 29375 'A ES A. LARET `� EXP. 03 -31 -15 RECOMMENDED APPROVED BY: __ BY: DATE: DATE: J_2- �_2�{��3 EROSION CONTROL PLANS FOR: CITY OF ENCIIITITAS TRACT 89 -031 �1 9 rj�T T MAP D 7�T LOTS 1 TrI1llJ 28 1.x11'1!" lr ®, 14032 TM 89-031 6857 -- ___ _ - - SHEET &&F q 1 (APPLIES TO SHEETS 15-31) -LEGEND AVALIABLE IMP. AREA REMAINING (SF) SUBDIVISION BOUNDARY ORIFICE SIZE (IN) LOT LINE 6,347 10,000 SET BACKS 600 PLAN TYPE AND STYLE (SINGLE STORY) PLAN1H PLAN TYPE AND STYLE (DOUBLE STORY) 10.000 3,343 600 PAD ELEVATION PAD 587.0 EXISTING EASEMENT CENTERLINE OF RIGHT-OF-WAY RIGHT-OF-WAY LIMITS OF FUEL MODIFICATION ZONE LIMIT OF GRADING \v \Y CUT /FILL LINE F C EXISTING PCC BROW DITCH PER D-75 TYPE B OR D EXISTING MODIFIED ROCK LINED BROW DITCH PER D-75, TYPE 6 OR D EXISTING CONTOUR -700- - - GRADING PER 6857-G 700 - PCC DRIVEWAYS UNLESS 4 OTHERWISE NOTED ROCK RIP-PAP PROTECTION PROPOSED SPOT GRADES FG 700.0 EXISTING FILL SLOPES T T_ (PER PLAN) EXISTING CUT SLOPES y y (PER PLAN) EXISTING WATER SERVICE W EXISTING SEWER SERVICE s ABBREVIATIONS_ FINISHED SURFACE FS FINISHED GRADE FG TOP OF CURB TC FLOW LINE FL TOP OF GRATE TG INVERT ELEVATION 1E DRIVEWAY NOTES: 1. ALL DRIVEWAYS SHALL BE CONCRETE (HEAVY BROOM BRUSHED) WHERE DRIVEWAYS CROSS RECREATIONAL TRAILS. 2. THE WIDTH OF ALL DRIVEWAYS SHALL BE A MINIMUM OF 16' PAVED. 3. THE GRADE OF ALL DRIVEWAYS SHALL NOT EXCEED 20%. EASEMENT NOTES LOT 33 RESERVED AS A PRIVATE ROAD AND PUBLIC UTILITY EASEMENT PER MAP 14032 PROPOSED PRIVATE DRAINAGE EASEMENT IN FAVOR OF HOMEOWNERS ASSOCIATION PER MAP 14032 EASEMENT FOR PUBLIC ROAD AND PUBLIC UTILITY PURPOSES IRREVOCABLY OFFERED TO THE CITY OF ENCINITAS PER MAP 14032 20' WIDE EASEMENT FOR RECREATIONAL TRAIL PURPOSES PER MAP 14032 PUBLIC SEWER EASEMENT TO THE CARDIFF SANITATION DISTRICT PER MAP 14032 EASEMENT FOR INGRESS, EGRESS, AND PUBLIC UTILITY PURPOSES TO THE OLIVENHAIN MUNICIPAL WATER DISTRICT PER MAP 14032 EASEMENT FOR BIOLOGICAL OPEN SPACE PER MAP 14032 EXISTING EASEMENT FOR WATER PIPELINE PURPOSES TO THE OLIVENHAIN MUNICIPAL WATER DISTRICT PER DOCUMENT RECORDED DECEMBER 7, 1992 AS FILE NO. 374421 OF OFFICIAL RECORDS EXISTING EASEMENT FOR WATER PIPELINE PURPOSES TO THE GLIVENHAIN MUNICIPAL WATER DISTRICT PER DOCUMENT RECORDED DECEMBER 7, 1982 AS FILE NO. 82-374421 OF O.R. EXISTING EASEMENT FOR POLE LINES AND UNDERGROUND CONDUITS TO SAN DIEGO GAS & ELECTRIC COMPANY PER DOCUMENT RECORDED FEBRUARY 11, 1954 IN BOOK 5138, PAGE 321 OF O.R. 10' WIDE EASEMENT FOR RECREATIONAL TRAIL PURPOSES PER MAP 14032 PUBLIC SEWER EASEMENT OVER ALL OF LOT 33 TO THE CARDIFF SANITATION DISTRICT PER MAP 14032 F2-7 EXISTING EASEMENT FOR UNDERGROUND UTILITIES TO AIRTOUCH CELLULAR PER DOCUMENT RECORDED JANUARY 31, 1996 AS DOCUMENT NO. 1996-0049072 OF O.R. Fj§] 10- WIDE EASEMENT FOR INGRESS AND EGRESS AND PUBLIC UTILITY PURPOSES TO THE OLIVENHAIN MUNICIPAL WATER DISTRICT DEDICATED PER MAP 14032 OPEN SPACE -AREA NOT TO BE DISTURBED LOT 31 --7 264-59o.2o 159.5' ......................................I -j m x PCC BROW DITCH 7 Er PER Q,75 I" ad 6F`BE"D,L;T,&,& - - - - - - - - - - 11 - - - - - - - -- - - - - - - - - - - - - - - NO SCALE IS ysa r -2 I 15' SYSB RACING NOTES I IWIT (TYP.) sysE E I \ is, I 1. REFER TO LANDSCAPE PLAINS FOR COLOR, MATERIAL, Is Yss x AND FINISH OF DRIVEWAYS, WALKWAYS, HARDSCAPE AND TRAILS. 15' 594 3:1 MAX. 2. PER STANDARD CONDITIONS F5, ALL DRIVEWAY �SYSB I 592 GRADES IN EXCESS OF 15% SHALL BE PCC WITH A DEEP MAx BROOM FINISH PERPENDICULAR TO DIRECTION OF TRAVEL. 590", 3. PAD ELEVATIONS AND ROUGH GRADES SHOWN HEREON 'HP, 58876-:7 HR�579. I WERE APPROVED BY PLANNING COMMISSION PER RESOLUTION AID PC 2016 TG 578.6 4. STORM WA TE PAINTENANCE AGREEMENT DOC. '10 DRAIN TYP. RECORDED t 1E 576.8 TG 58B.2 x TG 588.2 1 T?- HP 588.7 IE 587' .2 5. SPECIAL INSPECTION OF ALL POST CONTRUCT BIORETENTION 7 V7 IE 586,4 TG 578.6 BASIN BY THE ENGINEER OF RECORD OR ANOTHER LICENSED "PVC SDP-35 0 CIVIL ENGINEER REQUIRED AT THE FOLLOWING STAGE. PROCESS TYP. t IE 7.6 00� PICTURES OF BIORETENTION BASIN CONSTRUCTION SHALL BE 1/0 TAKEN AND PROVIDED TO THE CITY AT THE FOLLOWING STAGES: >0 DAYLIGHT FG 589.0 A BASIN EXCAVATION MIN. LINE x 598 J - 1. -EX. 24" STEEL omwD UNIT B PIPELINE EX. 27" STEEL DMWD UNIT K PIPELINE B. PLACEMENT OF PERFORATED PIPE, RISER PIPEI, OUTLET PIPE FG 579.5 V p 4 I-AP ORIFICE, ETC. C. PLACEMENT OF GRAVEL LAYER HP 79. 0 E F. FINAL COMPLETED BASIN WITH VEGETATION ESTABLISHED. G 579 58. Q FG 589.01 FS 589 C FINAL BASIN GRADING -q TG 588 2 LOT LOT -1 - )5P '1( 585.6 r 7*S PLAN 8*PRI\l PCC BROW DITCH, 11 X `264.5 �PEP D-75 X\ 90-02 5 1 �\ J" b -7 --PAD F R1W , 1, \\ - 579.5 1� I 'GF 579.7 \5\80.17 FF 589-.67 TG 578. Z, I- DA DAYLIGHT _�79 F-P A 588.7 IE 576.2 A' - HP FG 79.5 vii FG-��O INSTALL 7 W) FG r ,S BROOKS-, B V9.1 4 7 6" PVC SDP-35 FS 590.2 V TG 588_.Il�_ FS 590.4 579 3 TYP. Tb 579. INSTALL 3" AC Hp 57�4 IE 584.8 4 \ // \ -INSTALL 1BX18II 4" BASE PER N'l / BROOKS BOX CITY S MIN. TG 588.2 IE 587.2 TG 5790 7-HP IE 578.0 T6 -573.0 58. > vt IE 569 5 MAX. TW 58 .0 L BW 5640---- 1 121129 TW 584.0 W 580..0 812 3 W - W A RI❑ LOT NUMBER PERMITTED IMP. AREA (5F) TOTAL ALLOWABLE IMP. AREA (SF) AVALIABLE IMP. AREA REMAINING (SF) BMP SIZE (SF) ORIFICE SIZE (IN) 1 6,347 10,000 3,553 600 0.50 2 5,657 10.000 3,343 600 0.50 �Ii -.3 3 I;N IM mal *5 STORM WATER TREATMENT FACILITIES TO BE MAINTAINED BY HOME OWNER AND HOA IN ACCORDANCE WITH "MAINTENANCE AGREEMENT FOR PRIVATE STORMWATER TREATMENT AND STORMWATER PILLUTION CONTROL FACILITIES" RECORDED ON.(&1(511j AS DOC. A407-01(641496 REVISIONS APPROVED DATE ADGE SHEET -;ft S J o� _ & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 858.259.8212 1 fx 858.259.4812 1 plsaengineering.com U')4 z 1 U-i W - ----- iW 4- < 1d Lu W (r) Z Lr Lu Lu IL Er Q._j � V ED t,- Ln N cr� Q�Ilq 0) K -Lu EX Ir m U-1 0 :U-jj Elf) j6, Ln k AM I Aj �x (y) OLU 0 Lui Slz N I I_- j_l a- �-_ N C� ct Q� acv 11 LLJ Ix Cn a Q Z� �-4 - Z , I LO u)_ 3e - 11�_ t� �! I --- --- Lu :r i.-_ 1-Z 04 (j in u- \, C.� Lu t JR I_ Lu!,�. Yom- _j Lr) Lu LL: Q: 0: . Luj U- 14 (.0 uj cc W �0 cc: z 03 -5Q :k C� Iy x T DO Lu �C_ GRAPHIC SCALE I"=20' C) x �qQ� Cr Cj 1�z u- -j Cr W d , , 0-1-1 Q �- Z CC Q) FES Cuaf p - z Z MCC (J.CC Z,4ruj k Z) U) _uj Lu LLJ 1< lc� iR_ cc Do LLJ IL_u ti . u L� �L_u 4 En 0 20 40 60 Lu_ LO Co zC0 C� _Q P4 Q �� z Cc LL �_ �< �w cul, P4_sl �0, Z uEr PLANNING & BUILDING ENCINITAS FIRE DISTRICT PARKS & RECREATION �Lu No. 80356 rn �L_cj Pu t\ Lu m m in Q i-,j ~ REVIEWED BY.' REVIEWED BY.' REVIEWED BY' LCUC LL 8o1_ U') C10- 03 U�j u- NEW SKEET OF 1A"s0,j_7,1AY-L7 �J - 0 DATE DA TE DATE DATE BENCBMARK. SCALE AS BUILT DESIGNED BY i DRAWN BY- i CHECKED BY _ I `+ff DRAWING I TG L I JAL APPROVALS C= OF ENCINrrAS ENGINEERING DEPARTWEM NO. COUNTY BENCH MARK H-0028 PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPPO PRECISE GRADING PLANS FOR 1.1 MI. S. W. HEDGES DAM, 15' N L Y OF HORIZONAL 1"=20' nq CIL HWY. BENEATH CONC. FLUME CENTER, DATE: CITY OF ENCEWTAS TRACT 011171-%X..# 1 -G -_/&- Za-0 B y.- pv� 6857 HOWL. CONC. CULVERT, STD. TAB MXD TYLER G. LAWSON DATE P.C.E. N0._80356_ STEVEN NOWAK BEL K VERTICAL NZA R.C.E. NO. 80356 193B-H26-14B. ___ __ I EXP. 12131118 DATE_ R G. LAW�SON EXP. 12-31-18 LOTS 1 & Z MAP NO. 14032 ELEV.=146.221, A.M.S.L. NGVD29 DATE. DATE (0 -,;1 '117 TM 69-031 / 12-056 ADP / 15-251 DR SHEET 15 OF 31 Wed, Jul 26,2017 PLSA 10108CONSTPUCTIOt LOT NUMBER PERMITTED IMP. AREA (SF) TOTAL ALLOWABLE IMP. AREA (SF) AVALIABLE IMP. AREA REMAINING (SF) BMP SIZE (SF) ORIFICE SIZE (IN) 3 4,887 10,000 5,113 600 0.50 4 7,374 10,000 2,625 600 0.50 1. REFER TO LANDSCAPE PLANS FOR COLOR MATERIAL, AND FINISH OF DRIVEWAYS, WALKWAYS, HARDSCAPE AND TRAILS. 2. PER STANDARD CONDITIONS F5, ALL DRIVEWAY GRADES IN EXCESS OF 15% SHALL BE PCC WITH A DEEP BROOM FINISH PERPENDICULAR TO DIRECTION OF TRAVEL. 3. PAD ELEVATIONS AND ROUGH GRADES SHOWN HEREON WERE APPROVED BY PLANNING COMMISSION PER RESOLUTION NO PC 2016-66. 4. STORM WAT R 114AINTUMACE AGREEMENT DOC. RECORDED - -!LL1Af:tL 5. SPECIAL INSPECTION OF ALL POST CONTRUCT BIORETENTION BASIN BY THE ENGINEER OF RECORD OR ANOTHER LICENSED CIVIL ENGINEER REQUIRED AT THE FOLLOWING STAGE. PROCESS PICTURES OF BIORETENTION BASIN CONSTRUCTION SHALL BE TAKEN AND PROVIDED TO THE CITY AT THE FOLLOWING STAGES.' A. BASIN EXCAVATION B. PLACEMENT OF PERFORATED PIPE, RISER PIPE. OUTLET PIPE, W ORIFICE, ETC. C. PLACEMENT OF GRAVEL LAYER E. FINAL BASIN GRADING F. FINAL COMPLETED BASIN WITH VEGETATION ESTABLISHED. rij -,0, T1 yj 9 5 3 A rt row- -07 W 1. ALL DRIVEWAYS SHALL BE CONCRETE (HEAVY BROOM BRUSHED) WHERE DRIVEWAYS CROSS RECREATIONAL TRAILS. 2. THE WIDTH OF ALL DRIVEWAYS SHALL BE A MINIMUM OF 16' PAVED. 3. THE GRADE OF ALL DRIVEWAYS SHALL NOT EXCEED 20%. NOTES: FOR EXACT LOT AND SUBDIVISION BOUNDARY DIMENSIONS, SEE SUBDIVISION MAP No. 14032. FOR OFFSITE AND ONSITE STREET GRADING AND PUBLIC UTILITIES SEE 6242-G & CS-327. FOR RECRETATION TRAIL SEE 6242-G. EASEMENT N07W LOT 33 RESERVED AS A PRIVATE ROAD AND PUBLIC UTILITY EASEMENT PER MAP 14032 PROPOSED PRIVATE DRAINAGE EASEMENT IN FAVOR OF HOMEOWNERS ASSOCIATION PER MAP 14032 EASEMENT FOR PUBLIC ROAD AND PUBLIC UTILITY PURPOSES IRREVOCABLY OFFERED TO THE CITY OF ENCINITAS PER MAP 14032 20' WIDE EASEMENT FOR RECREATIONAL TRAIL PURPOSES PER MAP 14032 PUBLIC SEWER EASEMENT TO THE CARDIFF SANITATION DISTRICT PER MAP 14032 EASEMENT FOR INGRESS, EGRESS, AND PUBLIC UTILITY PURPOSES TO THE OLIVENHAIN MUNICIPAL WATER DISTRICT PER MAP 14032 F51 EASEMENT FOR BIOLOGICAL OPEN SPACE PER MAP 14032 EXISTING EASEMENT FOR WATER PIPELINE PURPOSES TO THE OLIVENHAIN MUNICIPAL WATER DISTRICT PER DOCUMENT RECORDED DECEMBER 7, 1982 AS FILE NO. 374421 OF OFFICIAL RECORDS EXISTING EASEMENT FOR WATER PIPELINE PURPOSES TO THE OLIVENHAIN MUNICIPAL WATER DISTRICT PER DOCUMENT RECORDED DECEMBER 7, 1982 AS FILE NO. 82-374421 OF O.R. EXISTING EASEMENT FOR POLE LINES AND UNDERGROUND CONDUITS TO SAN DIEGO GAS & ELECTRIC COMPANY PER DOCUMENT RECORDED FEBRUARY It 1954 IN BOOK 5136, PAGE 321 OF O.R. 10' WIDE EASEMENT FOR RECREATIONAL TRAIL PURPOSES PER MAP 14032 PUBLIC SEWER EASEMENT OVER ALL OF LOT 33 TO THE CARDIFF SANITATION DISTRICT PER MAP 14032 EXISTING EASEMENT FOR UNDERGROUND UTILITIES TO AIRTOUGH CELLULAR PER DOCUMENT RECORDED JANUARY 31, 1995 AS DOCUMENT NO. 1996-0049072 OF O.R. 10- WIDE EASEMENT FOR INGRESS AND EGRESS AND PUBLIC UTILITY PURPOSES TO THE OLIVENHAIN MUNICIPAL WATER DISTRICT DEDICATED PER MAP 14032 6*kv CONSTRUCT HEADWALL PER SDPSD D-30 (TYP) BIORETENTION WITH PARTIAL RETENTION AND B10FILTRATION BASIN PER DETAIL SHEET IQ TG 565.5 5'x5' POCK RIP - RAPPER D-40, NO. 2 BACKING W/ FILTER CLOTH, T=2, (TYP.) IWAR, ON 0, Mr DWORPPER LOT 31- -- --- -40 264-590-20 5 s >�-j GRADING 1,,LIMIT (TYP.) Akr. FL 574.2--1 Z PCC BROW DITCH X// IE 571.9 PER D-75 if It 586 TG 57,:.7 IE 572.7 is 6--PVC 3:1 MAk.- S YSB @ I ON--TYP. 580 7 4, 574574..E FG, #74.5 A& 2'W12 -X12 AREA AREA 12 IN TYP. DRAIN TYP. G 574.0 -578._q 5 .5 TG 576.4 -P-V=C 5 u1 y I -bl . LOT 6 4 --- 1E 574.3 TG 576.4 PIAN 8*M6 IE 575.4 ii J MA r FG PAD 5 5 77.3 if 1. 1, 1 -- I/ p ury DITCH FF 575.17 D-75 FL 574.-3,,, FL 576.9 r/ -'DA-YLIGHT PLAN 2*Slk2 LINE'' - - -- -- T Z/ L -2W59"3, 577.3 ilk IE 573.7 PA--D 5,77.4 If 577.9 11 1 1 .7 TG 573.3 �'G 577.3 570.5 INSTALL-18-5a to BROOKS BOX C FS 574.4 57 F DAYLIGHT -016 FL 576.9 / \2 I (u J- TG 576.3 ;90D IE 573.1 FL -57-7J INSTALL 18k18" BROOKS B10-t-ft- ILN11ON WITH PARTIAL P;70 RETENTION AND B10FILTRATION BASIN PER DETAIL SHEET 16 568 56b 576 574 -70 572 v CONSTRUCT G" C,-1 PcL C.#jA lat 5, CONSTRUCT re" Cult& f 31 MAX. BIORETENTION WITH PARTIAL 564 570 RETENTION AND 13IOFILTPATION BASIN PER DETAIL SHEET 16 562 J i 556 TG 566.0 IE 562.5 Ti' -559.a 554 .5 All Yj GRAPHIC SCALE 1"=20' 0 20 40 6# pill - zz:z 48 C u LID 1. QW C� 110 On (x Ed Po f C) t C-) csi 1z U-) a � 2. (D U v) X, u LL co ins to R -N-EW SREET az OT DESIGNED B:,�_DIRA, CHECKED BY ,T APPROVED DATE REFERENCES DATE NCIDIIARK SCALE AS BUILT TGL APPROVALS COUNTY BENCH MARK H-0028 PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPPOV 1.1 MI. S.W. HODGES DAM, 15' NLY OF HORIZONAL I"=20' CIL HWY. BENEATH CONC. FLUME CENTER, DATE: 16 - Z0 P BY. HDWL. CONC. CULVERT, STD. TAB MD TYLER G. LAWSON DATE -- R. C. E. NO. 80356 STE VEN NOWAKpi 1938-H28-146. VERTICAL NIA R.C.E. NO. 80356 TY EP G. LAWSON ELEV.=148.221, A.M.S.L. NGVD29 EXP. 12131118 EXP. 12-31-18 DATE: DATE: I I - I 1 /U Y -/7 PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 858.259.8212 1 fa 858.259.4812 1 plsaengineering.com C= OF ENCINTrAS ENGINEERING DEPARTMENT DRAWING NO. PRECISE GRADING PLANS FOP C= OF F ENCHW TA S TRACT nq 1 6857-G LOTS 3 & 49 MAP NO. 14032 TM 89-031 / 12-056 ADR / 15-251 DR SHEET 16 OF 31 Yj PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 858.259.8212 1 fa 858.259.4812 1 plsaengineering.com C= OF ENCINTrAS ENGINEERING DEPARTMENT DRAWING NO. PRECISE GRADING PLANS FOP C= OF F ENCHW TA S TRACT nq 1 6857-G LOTS 3 & 49 MAP NO. 14032 TM 89-031 / 12-056 ADR / 15-251 DR SHEET 16 OF 31 LOT NUMBER PERMITTED IMP. AREA (SF) TOTAL ALLOWABLE IMP. AREA (SF) AVALIABLE IMP. AREA REMAINING (SF) BMP SIZE (SF) ORIFICE SIZE (IN) 5 5,699 10,000 4,301 500 0.50 6 11,235 14,000 2,765 700 0.53 12001 C7 1. REFER TO LANDSCAPE PLANS FOR COLOR MATERIAL, AND FINISH OF DRIVEWAYS, WALKWAYS HARDSCAPE AND TRAILS. 2. PER STANDARD CONDITIONS F5, ALL DRIVEWAY GRADES IN EXCESS OF 15% SHALL BE PCC WITH A DEEP BROOM FINISH PERPENDICULAR TO DIRECTION OF TRAVEL. 3. PAD ELEVATIONS AND ROUGH GRADES SHOWN HEREON WERE APPROVED BY PLANNING COMMISSION PER RESOLUTION NO PC 2016 -66. 4. STORM WATER MAINTENANCE AGREEMENT DOC. RECORDED ON Sy�J It'd_ - 5. SPECIAL INSPECTION OF ALL POST CONTRUCT BIORETENTION BASIN BY THE ENGINEER OF RECORD OR ANOTHER LICENSED CIVIL ENGINEER REQUIRED AT THE FOLLOWING STAGE. PROCESS PICTURES OF BIORETENTION BASIN CONSTRUCTION SHALL BE TAKEN AND PROVIDED TO THE CITY AT THE FOLLOWING STAGES: A. BASIN EXCAVATION B. PLACEMENT OF PERFORATED PIPE RISER PIPE„ OUTLET PIPE HMP ORIFICE, ETC. C. PLACEMENT OF GRAVEL LAYER E. FINAL BASIN GRADING F. FINAL COMPLETED BASIN WITH VEGETATION ESTABLISHED. NOTES: FOR EXACT LOT AND SUBDIVISION BOUNDARY DIMENSIONS SEE SUBDIVISION MAP No. 14032. FOR OFFSITE AND ONSITE STREET GRADING AND PUBLIC UTILITIES SEE 6242 -G 6 CS -327. FOR RECRETATION TRAIL SEE 6242 -G. DRIVEWAY NOTES: 1. ALL DRIVEWAYS SHALL BE CONCRETE (HEAVY BROOM BRUSHED) WHERE DRIVEWAYS CROSS RECREATIONAL TRAILS. 2. THE WIDTH OF ALL DRIVEWAYS SHALL BE A MINIMUM OF 16' PAVED. 3. THE GRADE DF ALL DRIVEWAYS SHALL NOT EXCEED 20 %. EASEMENT NOTES Q LOT 33 RESERVED AS A PRIVATE ROAD AND PUBLIC UTILITY EASEMENT PER MAP 14032 Q PROPOSED PRIVATE DRAINAGE EASEMENT IN FAVOR OF HOMEOWNERS ASSOCIATION PER MAP 14032 EASEMENT FOR PUBLIC ROAD AND PUBLIC UTILITY PURPOSES IRREVOCABLY OFFERED TO THE CITY OF ENCINITAS PER MAP 14032 20' WIDE EASEMENT FOR RECREATIONAL TRAIL PURPOSES PER MAP 14032 PUBLIC SEWER EASEMENT TO THE CARDIFF SANITATION DISTRICT PER MAP 14032 EASEMENT FOR INGRESS EGRESS, AND PUBLIC UTILITY PURPOSES TO THE OLIVENHAIN MUNICIPAL WATER DISTRICT PER MAP 14032 0 EASEMENT FOR BIOLOGICAL OPEN SPACE PER MAP 14032 ❑j EXISTING EASEMENT FOR WATER PIPELINE PURPOSES TO THE OLIVEWAIN MUNICIPAL WATER DISTRICT PER DOCUMENT RECORDED DECEMBER 7, 1982 AS FILE NO. 374421 OF OFFICIAL RECORDS © EXISTING EASEMENT FOR WATER PIPELINE PURPOSES TO THE OLIVENHAIN MUNICIPAL WATER DISTRICT PER DOCUMENT RECORDED DECEMBER 7, 1982 AS FILE ND. 82- 374421 OF O.R. 14 EXISTING EASEMENT FOR POLE LINES AND UNDERGROUND CONDUITS TO SAN DIEGO GAS 6 ELECTRIC COMPANY PER DOCUMENT REGORGE D FEBRUARY 11, 1954 IN BOOK 5138, PAGE 321 OF O.R. 21 10' WIDE EASEMENT FOR RECREATIONAL TRAIL PURPOSES PER MAP 14032 PUBLIC SEWER EASEMENT OVER ALL OF LOT 33 TO THE CARDIFF SANITATION DISTRICT PER MAP 14032 27 EXISTING EASEMENT FOR UNDERGROUND UTILITIES TO AIRTOUCH CELLULAR PER DOCUMENT RECORDED JANUARY 31, 1996 AS DOCUMENT NO. 1996 - 0049072 OF O.R. ® 10' WIDE EASEMENT FOR INGRESS AND EGRESS AND PUBLIC UTILITY PURPOSES TO THE OLIVENHAIN MUNICIPAL WATER DISTRICT DEDICATED PER MAP 14032 REVISIONS APPROVED DATE REFERENCES ADDED--SHEET A A V V v y y 166.5' m Ln m \ } Cr - - - - - - - - - -- - - - -- _ - - -- I , \ _ 15 v v PCC BROW I SYSB I DITCH PER D -75 PCC ROW I I I \ \ v 15 V A v \ \ \ DITCH PER D -75 SYSB v I - I \ \ \ SYSB N 578 \ 572 0 i I 31 MAX. 576 ` 570 I \\ I �H LL 564 l - _'_-�'~ 1 I 12`X12" 5E? AREA o -- T6 \ DRAIN TYP I / . FL 572.8 IE 571.3 \ 11 G, 562.5 \ i IF ~TG 5723 \ r� f FL 562.6 °o ` ,, IE 570 z2_ \ ° I I TG 562.5 � \ \\ I nl -- \ / \ / /✓ FL f{63.3 - ii I .0 73. 5 k5' ROCK RIR� -RAp PER 0-40 , /�\ / 6" PVC SDR -35 FL 562.6 FG 573 i FG 5 0 II ae I N0. 2 B7�NG W/ FILTEA \ o 4 LOT 5 1 CLO H. 1=2' (TY 1 / \ / V ,o �V �v ,� FG 573.fJ� °0 3 I tq °° �� o� of I ii FL 572.9 �T *(� � ! FG L5 .2 j PLC�l\ 2 / _� I 64- (] � PR13 7 i GF \ \ t P 573.0 I I F6 573.0 /OT 6 AD _ r I ° { - ~ TG 562V9 PLAN �7 �� 1€ 559.E ti� �V�F -S l FG 57 .0 3.6 45' , 7 I \ f ~ � I TG 560 I i u II _ _ -� C -�r�t- - - --�r , -,-> -` 1 P� 564.0 IE 561.0 I '� - - - -- F- \ n 12 X12 ' AREA � � ` I � , 1 DRAI`NITYP. \ FF 564.67 PAVE FL F I DA LIGHT PROJECTION =1.2' F 572.9 ROOF LINE-"- � - \ TG 572.6 \J _ DAYLIGHT T FG 564.0 IE 569.6 TG 572.2 -f - -- -- <I I i u \ LINE I ....... ~: TRIP 572.9 - \ 1 --- FL 563. - _ - -- s6v, CONSTRUC'1YpIJ ' I V I �� IE 669 a -- \ TRARA T �\ " INSTALL 18k18" `:6 "_PVC SDP-35 - \ o \ X ` X BROOKS BOX @ 1.0% TYI?. _ v \ \ I X� `X X FG 564.'O FS 564Z' \ -57 TG 571.9 \ n \ TG 563.0 c23 - - IE, 569.9 y L - - y \ I 1� 558.3 INSTALL PVC y \ I \ \t INSTALL 18X18" � I � N r °� ;� STORM DRAIN I r� I \ I BROO�BOX 2 �3 r I.\FS 564. } .1 MAX. i \ } CONSTRUCT HEADWA(L �. \ `° FL PER SDRSD 0 -30 (TYR1 \ y 3 \ \ TW 556 TW 560 - ' I BIORETENTTQN WITH PARTIAL �' ` BW 556 _ u - PVC SD- - - - - -- _ . - INSTAL -E:�:� RETENTION AND,BIOFILT TION \ sS6�' �1 -- > ` W 560 - _ 1 R� BASIN PEA DETAIL SHEET 19 - g -- s I G 556.0 1 y62 TO 5506 5 � _._ TG 563.5 \ . \ k B 557.5 s - - - - -- � ` \, t� 5 5 k5' ROCK RIA -RAP PER D -40, I NO. 2 BACKING W/ FILTER ` % I�STALL MASONRY - - `WALL PER SDRSD C -3. CLOfiH. T= A �q (TYP) o % 1 CONSFRG IGH7 0`ON,S ° \ ` \ 5 y.(' T _HEADWALL - \ PER SDRSD D- 30..... - - - - - - - \` \ �' RETENTION AND BIOFILIRATIAL PtC CuRa = \ 0 1 \ 5 J ! f \ J BASIN PER DETAIL - \ fN$(ALL 5" PCC PER 1 FS 549.6 ,fig \ \ - \ GEOTECH S REC \, , � - -- - , \ 5 = ! S TREE WELLS 4_5X6:5.X5.4' _ -FS 549: --_ -- -- yg6 - GRAPHIC SCALE 1 " =20' TYP. PER DETAIL SHEET -1R,. NSTALL 5" PCC PER OTECH'S REC - - - r -_ S _6 I 1 MODIFIED CLYF�6'� UTLET - �--6 - - APRDX ~LOCATION S - - - \OF MAILBOX - �5 J '7" ,yam_ .t.. ., � \ \�. \ \ / P/ 546 i A 1 1 1NE W SHEET H y DATE BENCHMARK SCALE AS BLMT - - -- COUNTY BENCH MARK H -0028 - 1.1 MI.'S.W. HODGES DAM(, 15' N'LY OF HORIZONAL _1 " =20'- _____ C/L HWY. BENEATH CONC. FLUME CENTER, HOWL CONC. CULVERT, STD. TAB M'KD TYLER G. LAWSON 1938 -H28 -148. VERTICAL NolA---_ P.C.E. NO. 80356 - - ELEV.= 148.221, A.M.S.L. NGVD29 EXP. 12131118 J f DESIGNED BY DRAWN BY CHECKED BY TGL TGL JAL APPROVALS CITY OF ENCINITAS ENGINEERIN( PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPRO E PRECISE GRADING PLANS FOR: PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 858.259.8212 1 fz 858.259,4812 1 plsaengineering.com r. + + ' TRACT DEP"TMENT DRAWING NO. DATE: 1G -2d /L_ BY: Y: CITY OW ENC11 �1 A 07 -031 6857 -G DATE -- - - -- -- R. C. E. NO. - 80356_- STEVEN NOWAK (p / B L LOTS L 11 TYR G. LAWSON EXP. 12 -31 -18 LOT �.7 5 & 69 lYll"!!- NO. 14032 - - -- -- DATE: 1 4TE: !(?_- .l TM 89 -031 / 12 -056 ADP / 15 -251 DR SHEET 17 OF 31 NOTES: FOR EXACT LOT AND SUBDIVISION BOUNDARY DIMENSIONS, SEE SUBDIVISION MAP No. 14032. FOR OFFSITE AND ONSITE STREET GRADING AND PUBLIC UTILITIES SEE 5242 -G & CS -327. FOR RECRETATION TRAIL SEE 6242 -G. DRIVEWAY NOTES: 1. ALL DRIVEWAYS SHALL BE CONCRETE (HEAVY BROOM BRUSHED) WHERE DRIVEWAYS CROSS RECREATIONAL TRAILS. 2. THE WIDTH OF ALL DRIVEWAYS SHALL BE A MINIMUM OF 15' PAVED. 3. THE GRADE OF ALL DRIVEWAYS SHALL NOT EXCEED 20 %. NOTES 1. REFER TO LANDSCAPE PLANS FOR COLOR MATERIAL, AND FINISH OF DRIVEWAYS WALKWAYS, HARDSCAPE AND TRAILS. 2. PER STANDARD CONDITIONS F6 ALL DRIVEWAY GRADES IN EXCESS OF 15% SHALL BE PCC WITH A DEEP BROOM FINISH PERPENDICULAR TO DIRECTION OF TRAVEL. 3. PAD ELEVATIONS AND ROUGH GRADES SHOWN HEREON WERE APPROVED BY PLANNING COMMISSION PER RESOLUTION NO PC 2016 -65. 4. SWMA DOC. . RECORDED ON 5. SPECIAL INSPECTION OF ALL POST CONTRUCTION BIORETENTION BASIN BY THE ENGINEER OF RECORD OR ANOTHER LICENSED CIVIL ENGINEER REQUIRED AT CONSTRUCT HEADWALL - THE FOLLOWING STAGES. PROCESS PICTURES OF PER SDRSD D -30 BIORENTION19ASIN CONSTRUCTION SHALL BE TAKEN BIORETENTION WITH PARTIAL AND PROVIDED TO THE CITY AT THE FOLLOWING STAGES: RETENTION AND BIDFILTRATION A. BASIN EXCAVATION BASIN PER DETAIL SHEET 19 B. PLACEMENT OF PERFORATED PIPE, RISER PIPE. OUTLET PIPE, HMP ORIFICE, ETC. 5X5' ROCK RIP -RAP D -40, C. PLACEMENT OF GRAVEL LAYER NO. 2 BACKINGW/ FILTER D. PLACEMENT OF ENGINEERED SOIL LAYER CLOTH, T =2' (TYP.) E. FINAL BASIN GRADING F. FINAL COMPLETED BASIN WITH VEGETATION ESTABLISHED FOR ADA NOTES, SIGNAGE AND PAVEMENT MARKINGS SEE SHEET 20 OF THIS PLAN SET. EASEMENT NOTES ❑A LOT 33 TO BE RESERVED AS A PRIVATE ROAD AND PUBLIC UTILITY EASEMENT PROPOSED PRIVATE DRAINAGE EASEMENT IN FAVOR OF HOMEOWNER'S ASSOCIATION. PER FINAL MAP. Q EASEMENT FOR PUBLIC ROAD AND PUBLIC UTILITY PURPOSES IRREVOCABLY OFFERED TO THE CITY OF ENCINITAS HEREON Q 20' WIDE EASEMET FOR RECREATIONAL TRAIL PURPOSES PER MAP 14032 ❑3 PUBLIC SEWER EASEMENT TO THE CARDIFF SANITATION DISTRICT PER MAP 14032 EASEMENT FOR INGRESS, EGRESS AND PUBLIC UTILITY PURPOSES TO THE OLIVENHAIN MUNICIPAL WATER DISTRICT PER MAP 14032. EASEMENT FOR BIOLOGICAL OPEN SPACE PER MAP 14032 © EXISTING EASEMENT FOR WATER PIPELINE PURPOSES TO THE OLIVENHAIN MUNICIPAL WATER DISTRICT PER DOCUMENT RECORDED DECEMBER 7, 1982 AS FILE NO. 374421 OF OFFICIAL RECORDS. ❑j EXISTING EASEMENT FOR WATER PIPELINE PURPOSES TO THE OLIVENHAIN MUNICIPAL WATER DISTRICT PER DOCUMENT RECORDED DECEMBER 7, 1982 AS FILE NO. 374421 OF OFFICIAL RECORDS. �g EXISTING EASEMENT FOR WATER PIPELINE PURPOSES TO THE OLIVENHAIN MUNICIPAL WATER DISTRICT PER DOCUMENT RECORDED JANUARY 16, 1998 AS FILE NO. 1998- 0024165 OF O.R. EXISTING EASEMENT FOR POLE LINES AND UNDERGROUND CONDUITS TO SAN 14 DIEGO GAS & ELECTRIC COMPANY PER DOCUMENT RECORDED FEBRUARY 11, 1954 IN BOOK 5138, PAGE 321 OF OFFICIAL RECORDS. 21 10' WIDE PUBLIC SEWER EASEMENT TO CARDIFF SANITATION DISTRICT ON FINAL MAP. PROPOSED 18'X18" FS 666.08 3" AC WITH 4" BROOKS BQX FS 666.23 FS 666.0 TG 62.5 FS MIN 666.12 PAVEMENT PEA ASE D,+!Y PE PROPOSED 12" PVC IE 660.5 LANDSCAPE PLANS CITY 'S f R . STORM DRAIN TW =689.0 \ 2 BIORETENTION WITH PARTIAL RETENTION AND \ FS 665 5 � h � �f DETAIL SHEET 16 IN PER BIOFILTRATZON BAS 1� - TW= 688.0 W =6880 25, . � �� S - 0% RYSB I - X92 (� FS �5.52� _685.72 FS 667 �a. SALES 264-590#X7 GB \ Mq� _ INSTALL. 12 "x12" TEMP. J ae FS 665.4 . _.. - / _ HP 665 AREA DRAIN TYPICAL 1 \ FF666..3 ° 1 ?TABBIH PCC BROW it TG 678.6 PAD \ \ � � - FS 665.Q . // - - AN PER T \ , 0% \ DSCAPEEPLANS - _ DITCH PER D -75 / i IE--57f5.9 \\ PAVEMENT PER ` 3 WHEEL STOP PER I C"_~ o° � ��,,;� - ;� �` LANDSCAPE PLANS ~~ ,L.ANQaSDAP€-PLAN - �1 ri V �i I FS 655.9 F�5 5.3 �" GRAVEL PER - - - _ _._HP 679,1 r \ ''P`6 79.2 LANDSCAPE PLANS` -- _ \ � ` � FS 665 3 �\ 67J:1~- _ �a° �` FG 679 -\ -- - -- - -- - - _ , TG 678 - ri F PVC SOP Jo ri S "- T �+ FG 679. L ®1 ® IE 677.1 \ DG\ ,PER �1 O.JYP. \ \ - - - - -- - -.. I 6 *H8 LANDS PE L.. i 2 �O \ o Y :, _.�' LANDSCAPE PLANS.. f y� �y� _. -. 1% HP -6719 `o Y_ �_. TG 678.5 __ \ rLiV 6 „ IE 675.2 / TG 678.6 \ ••�° v FS 07ss `� ti TE WPORARY CONSTRUCTION TRAILER INSTALL 18 x18" l�F 679 97 679:3. \ IE 677.6 BROOKS "BOX \ C \ \ ``o\\\ s� \ �..:. FS ,679.9 ° SCALE.' 1" = 40' FG 679.. \ DAYLIGHT \ \ LINE 2 " FS 679.7 " FS 679.5 \ 679.3 F Gyi'tS r � i FS 675.5 HP 679.1 ti \ \� \ ' \ \ FS -675. ` v \ LOT NUMBER PERMITTED TOTAL ALLOWABLE AVALIABLE IMP. BMP AREA (SF) ORIFICE SIZE IMP. AREA (SF) IMP. AREA (SF) AREA REMAINING (SF) (IN) 7 10,838 14,000 3162 700 0.53 10 16,215 18,000 1,785 900 0.53 BIORETENTIDN WITH - - - G. 57. PARTIAL RETENTION N a ` y FL 665.1 � f".17 / E BIOFILTRATION BASIN R DETAIL SHEET 19 5'x5' ROCK RIP -RAP D \ I ii f, = 1 -. / - Ige \ - „ - NO. 2 BACKINGW/ FILTER TG 664.7 CLOTH, T =2' (TYP.) \ ° IE 661.8 CONSTRU T HEADWALL I \ ~ , 665 5 TW 660.0 PER SD SD D -30 FL 665.1 ,QW- 660. \ - - - n TG 662 4 - IE 664.6 D w TG -� - _ - _ -- _ -IE 663.6 - y " IE FG 665.5 „- // RSPEP 6857 G ,. TG 664.7 , -' \ \ a _ ..._ _ �.._. 663.1 _ ' / _. - - - -- - = - FL 665 1 IE 6631 -- TW 660.0 \ r• e \ 665.4 \ NN9 C WIDAT TH 4' BASE DWY ECH S DATION 9 22 10' WIDE EASEMENT FOR RECREATIONAL TRAIL PURPOSES DEDICATED ON FINAL MAP. - -_- _ - - - - - BW 656.0 _ AfA EASEMENT FOR PUBLIC SEWER PURPOSES TO THE CARDIFF SANITATION 23 DISTRICT OVER LOT 33 DEDICATED ON FINAL MAP \, - _ �' . - - - - - - - �% - - - - B �i.FtB•t) ` ® 10' WIDE EASEMENT FOR INGRESS AND EGRESS AND PUBLIC UTILITY PURPOSES TO THE OLIVEMIiAIN MUNICIPAL WATER DISTRICT DEDICATED PER MAP 14032 - - - - > - - - ® 50' FUEL MODIFICATION ZONE \ - \ COCA ON `` � -_ �' � . ``� _...�- --- OF MAILBOX ` -l\ 31 75' FUEL MODIFICATION ZONE '� � �, � ,�_ -~; � -_- ` � m GRAPHIC SCALE I " =20' Al - 32 100' FUEL MODIFICATION ZONE \" al &l mai 0 0 20 40 60 _-- 'M_� -_- -- ' -- _." M - oPOfESSIOAr. PLANNING & BUILDING ENCINITAS FIRE DISTRICT PARKS & RECREATION m 5 REVIEWED BY.' REVIEWED B.' REVIEWED BY: DATE DATE DATE PHASE 1- SHEETS 18, 19, 2A9 21, 23, v+' 2y REVISIONS APPROVED DATE REFERENCES DATE BENCEMIARK SCAIJB AS BUILT DESIGNED BY DRATGLBY CHECKS BY APPR ®VATS CITY OF ENCINITAS ENGHiFX.P KG DEPARTMENT DRAWING NO. _ADD NEW SHEET, -. .REVISE !L - (, -$ -�]_ _ _- COUNTY BENCH MARK H -0028 PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROV PRECISE GRADING PLANS FOR: TOTAL SHT. NUMBER _ 1.1 MI. S.W. HODGES DAM, 15' N'LY OF - __ -_ -- - _- HDRIZONAL _ L111 I OF ENCIlNTITAS TRACT 89 -031 Doi / -G C/L HWY. BENEATH CONC. FLUME CENTER, - DATE: (o' 7'� HDWL. CONC. CULVERT, STD. TAB M KD BY STEVEN NOWAK, PE fol ERT J. ZAINO, PE -- - - -- - R.C.E. "0. °356 -- LOTS 7 & 10 MAP NO. 14032 - 1938 -H28 -148. VERTICAL NLA -- - ER G. LAWSON 7 ELEV.= 148.221, A.M.S.L. NGVD29 TYLER G. LAWSON DATE EXP. 12 31 -18 DATE: DATE: CC �- `o�� TM ao_nqs i 4a_nga nna i aF -aGa na SHFFT 1R (lF :3 Wed, Jun 7,2017 PLSA 10108CONSTRUCTIOP 0 N ,. top,, PCC BROW DITCH- PEP D -75 (TYP.) S14 5" BERM TYP. DETAIL \ PER 'SHEET 19 / 12 "X12" AREA '4 _ PROPOSED 8" PVC - / I DRAIN` TYPICAL_ ? � 698.\ TW STORM DRAIN ` \ CONSTRUCT HEADWALL ~ / %` 69 ; \ \" X02 699.5 v 68 \ 1 PER SDRSD D -30 gyre �, y FLT 697.8;, ,. FL 69J.6, 5'x5' ROCK RIP- PAP-D -40 TG. 98.9 , `` -� \" `� �_ \ %' / N0. 2 BACKING`W/ � ~ -` IE 66_96-5- :56_96-5- -._ �� ,� FILTER CLOTH. T =2' (TYP) l , ' \ PROPOSED 18" �8 _ DAYLIGHT \\ BIORETENTION WITH PARTIAL /, ` BROOKS BOX LINE 697.0/ RETENTION AND BIOFILTRATION l J 2 BASIN PER DETAIL SHEET 19 ` ` _ 6$0 - i \ - - STALL Y TG 689.2 `� _ 1 / - - �. f R WING iVALL L \ IE 685.7. ` . \ PER RSD _ \ ,, t .5 .HEIGHT INSTALL RIP RAP PER SDRSD D -4o ` '��~ s" PVC sDp-3 FG 700 0 OT 11 •s•pe o0 PERMITTED IMP. AREA (SF) OopOdpo AVALIABLE IMP. AREA REMAINING (SF) BMP AREA (SF) ORIFICE SIZE (IN) 9soaepe .. -., e000vope 1,359 700 SF 0.53" REQUIREMENTS OF A.D.A. AND CALIFORNIA AN ACCESSIB v BUILDING CODE SECTION 1129B.5 - �I MINIMUM 70 SO. IN. rn NOTES: FOR EXACT LOT AND SUBDIVISION BOUNDARY DIMENSIONS, SEE SUBDIVISION MAP No. 14032. FOR OFFSITE AND ONSITE STREET GRADING AND PUBLIC UTILITIES SEE 6242 -G & CS -327. FOR RECRETATION TRAIL SEE 6242 -G. LOT NUMBER PERMITTED IMP. AREA (SF) TOTAL ALLOWABLE IMP. AREA (SF) AVALIABLE IMP. AREA REMAINING (SF) BMP AREA (SF) ORIFICE SIZE (IN) 11 12,641 14,000 1,359 700 SF 0.53" "PIRIMMIP ffis O_ 1. ALL DRIVEWAYS SHALL BE CONCRETE (HEAVY BROOM BRUSHED) WHERE DRIVEWAYS CROSS RECREATIONAL TRAILS. 2. THE WIDTH OF ALL DRIVEWAYS SHALL BE A MINIMUM OF 16' PAVED. 3. THE GRADE OF ALL DRIVEWAYS SHALL NOT EXCEED 20 %. - PCC _.BROW DITCH PER D -75 TYP. FS -11 700.5 �� TG 6991 I64� -590 - i E 698.1 A FG70096 GF S 700. _� C5 700 4 ` �s 700. Az h � ` \ \ ��• ~ _ fi- 699:2 h \ I fi97.2 6 BERM X00 G \ \ l TYP. ` 3 70 . FS '700.6 \ \ 700.0 FS 700.4 FL ,699.8 '� � , / 7,A ADA NOTES. ENGINEERING IS NOT REVIEWING ADA STANDARDS DETAILS 9' ( 8 I 9' MIN. NOTES: SURFACE SLOPE SHALL NOT EXCEED 2% IN ANY DIRECTION SECTION: TYPICAL HANDICAP VAN PARKING STALL NOT TO SCALE CL OF DRIVE AISLE 111 Ulf, ER PLAN�J NOTES: 1. PAINT WITH 2 COATS GLASS BEADED REFLECTIVE TRAFFIC PAINT, COLOR PER SITE PLAN. LETTERING TO BE ELONGATED HELVETICA MEDIUM, 4" WIDE STROKES 2. FOR PROJECTS WITH CONCRETE PARKING LOTS PAINT 2" BLACK OUTLINE AROUND STOP BAR AND LETTERING NOT TO io IB I9 1 14 •.I I. \ 4 2 \ EXISTING SEGMENTAL WALL PER 6857 -G CC #6 ,,, s v3�a•x i 698 - 696 \ 690 w =888.0 6" RADIUS HITE PAINTED ACCESSIBILITY SYMBOL - TWO COATS TRAFFIC PAINT ° i' -0" ON 36 -INCH (MIN.) SQUARE BLUE BACKGROUND Cu v 0 " 23• w 5 L p 4 �If CENTERLINE OF (PARKING SPACE Illnillliul�I II II "II NOTE: CONFIRM DIMENSIONS, CONFIGURATION, AND COLORS WITH LOCAL GOVERNMENTAL AGENCY AND A.D.A. GUIDELINES PRIOR TO INSTALLATION - - -- -NOT To SCALE ACCESSIBLE SYMBOL DETAIL (PRIVATE) NOT TO SCALE NEW SHEET i f r 1'9 g0 193.7 �AC w AS DWY / R CITY NZ S' / -z / \\ f (00j, i�� f 10 NQA� 2' CURB TAPER DETAIL (PRIVATE NOT TO SCALE SECTION: ACCESS AREA STRIPING NOT TO SCALE i EASEMENT NOTES LOT 33 RESERVED AS A PRIVATE ROAD AND PUBLIC UTILITY EASEMENT PER MAP 14032 © PROPOSED PRIVATE DRAINAGE EASEMENT IN FAVOR OF HOMEOWNER'S ASSOCIATION PER MAP 14032 EASEMENT FOR PUBLIC ROAD AND PUBLIC UTILITY PURPOSES IRREVOCABLY OFFERED TO THE CITY OF ENCINITAS PER MAP 14032 Q 20' WIDE EASEMENT FOR RECREATIONAL TRAIL PURPOSES PER MAP 14032 PUBLIC SEWER EASEMENT TO THE CARDIFF SANITATION DISTRICT PER MAP 14032 EASEMENT FOR INGRESS EGRESS, AND PUBLIC UTILITY PURPOSES TO THE OLIVENHAIN MUNICIPAL WATER DISTRICT PER MAP 14032 05 EASEMENT FOR BIOLOGICAL OPEN SPACE PER MAP 14032 �j EXISTING EASEMENT FOR WATER PIPELINE PURPOSES TO THE OLIVENHAIN MUNICIPAL WATER DISTRICT PER DOCUMENT RECORDED DECEMBER 7, 1982 AS FILE ND. 374421 OF OFFICIAL RECORDS ® EXISTING EASEMENT FOR WATER PIPELINE PURPOSES TO THE OLIVENHAIN MUNICIPAL WATER DISTRICT PER DOCUMENT RECORDED DECEMBER 7, 1982 AS FILE NO. 82- 374421 OF O.R. 14 EXISTING EASEMENT FOR POLE LINES AND UNDERGROUND CONDUITS TO SAN DIEGO GAS & ELECTRIC COMPANY PER DOCUMENT RECORDED FEBRUARY 11, 1954 IN BOOK 5138, PAGE 321 OF D.R. 21 10' WIDE EASEMENT FOR RECREATIONAL TRAIL PURPOSES PER MAP 14032 22 PUBLIC SEWER EASEMENT OVER ALL OF LOT 33 TO THE CARDIFF SANITATION DISTRICT PER MAP 14032 27 EXISTING EASEMENT FOR UNDERGROUND UTILITIES TO AIRTOUCH CELLULAR PER DOCUMENT RECORDED JANUARY 31, 1996 AS DOCUMENT NO. 1996 - 0049072 OF O.R. 29 10' WIDE EASEMENT FOR INGRESS AND EGRESS AND PUBLIC UTILITY PURPOSES TO THE OLIVENHAIN MUNICIPAL WATER DISTRICT DEDICATED PER MAP 14032 NOTES 0 LANDSCAPE PLANS FOR COLOR MATERIAL AND FINISH OF DRIVEWAYS 1. REFER T , WALKWAYS, HAROSCAPE AND TRAILS. 2. PER STANDARD CONDITIONS F5, ALL DRIVEWAY GRADES IN EXCESS OF 15% SHALL BE PCC WITH A DEEP BROOM FINISH PERPENDICULAR TO DIRECTION OF TRAVEL. 3. PAD ELEVATIONS AND ROUGH GRADES SHOWN HEREON WERE APPROVED BY PLANNING COMMISSION PER RESOLUTION NO PC 2016 -66. 4. SWMA DOC. ----- - - - -_, RECORDED ON ------------ 5. SPECIAL INSPECTION OF ALL POST CONTRUCTION BIOFETENTION BASIN BY THE ENGINEER OF RECORD OR ANOTHER LICENSED CIVIL ENGINEER REQUIRED AT THE FOLLOWING STAGES. PROCESS PICTURES OF BIORENTIONDASIN CONSTRUCTION SHALL BE TAKEN AND PROVIDED TO THE CITY AT THE FOLLOWING STAGES: A. BASIN EXCAVATION B. PLACEMENT OF PERFORATED PIPE, RISER PIPE, OUTLET PIPE, HMP ORIFICE, ETC. C. PLACEMENT OF GRAVEL LAYER D. PLACEMENT OF ENGINEERED SOIL LAYER E. FINAL BASIN GRADING F. FINAL COMPLETED BASIN WITH VEGETATION ESTABLISHED =0R BE PROVIDE 1 POLE MOUNTED SIGN AT EACH PARKING LOT ENTRANCE, 17" x 22" MINIMUM SIZE, STATING: NOTE: CONTRACTOR TO "UNAUTHORIZED VEHICLES PARKED VERIFY INFORMATION IN DESIGNATED ACCESSIBLE SPACES FOR BLANK SPACES ON NOT DISPLAYING DISTINGUISHING SIGN WITH OWNER/ PLACARDS OR LICENSE PLATES ISSUED DEVELOPER PRIOR TO FOR PERSONS WITH DISABILITIES MAY SIGN FABRICATION. BE TOWED AWAY AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT OR BY TELEPHONING " SIGN PER CA MUTCD R -1008. SLOPE TOP AIN FINISHED 12" 0 CONC.- GRADE FOUNDATION -11 tit .I I IIIIIi {�IIIR CI 2' -0" I I I ° •° �� 1 -' ?" MIN. UNAUTHORIZED VEHICLE SIGN DETAIL (PRIVATE) GRAPHIC SCALE 1 " =20' 0 20 40 60 PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 12075 ph 858.259,8212 1 fx 858.259.4812 1 pisaengineering.com REVISIONS APPROVED DATE REFERENCES DATE BF14CBNIARK SCALE AS $jjji,'j' DESIGNED BY _.oR TGL Y CHEJAL BY APPROVALS C= OF ENCEWTAS ENGINEERING DEPARTMENT DRAWING NO. ADD__NEW_ SHEEL REVISE _(q �tl_ _ -_ -_ - _ COUNTY BENCH MARK H -0028 PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROV PRECISE GRADING PLANS FOR: TOTAL SNT NUMBER -_ 1.1 MI. S.W. HODGES DAM, 15' N'LY OF ( 6VS / G - _ - - - - - - NOR(ZONAL CT 0-7-U.1 1 C/L HWY. BENEATH CONC. FLUME CENTER, 1 -20- DATE &' 7•!� BY: -__ _ _ __ _ BY: _ - - - - -- STEVEN NOWAK, PE �/ ZAI PE �+ r - - -- ---- - - - - -- R. C. E. N0. 80356 T MAP � n *T A n 1938 CONC. CULVERT, STD. TAB M'KD - LOT 11 1Y1C1C lrp 1�f ®3G 1938 -N28 -148. VERTICAL NL______ - - -- LER G. LAWSON GG -- - -- - - - - -- - `- - - ELEV.= 148.221, A.M.S.L. NGVD29 TYLER G. LAWSON DATE EXP. 12 -31 -18 DATE:. DATE: `�Q�_ TM 89 -031 / 12 -056 ADR / 15 -251 DH SHEET 20 OF 311 m MINIMUM�J OACCESSIBLE 1 PARKING STALL SIGNAGE - SIGN R99 PER CA MUTCD TO MEET FINE $250 REQUIREMENTS OF A.D.A. AND CALIFORNIA AN ACCESSIB BUILDING CODE SECTION 1129B.5 - MINIMUM 70 SO. IN. OSUPPLEMENTAL SIGN - STANDARD USDOT "VAN i R7 -8b ACCESSIBLE" AS APPLICABLE 0 0 0 O2 -INCH GALVANIZED STEEL TUBE m z 3 O4 SUPPLEMENTAL SIGN - PLAGUE PER CA N MUTCO R99B (CA) - "MINIMUM FINE $250" m ONOT USED fO © FINISHED GRADE. ALL SIGNAGE TO BE REFLECTORIZED COLORS TO BE WHITE LETTERING AND SYMB LS BAG OUA II1El I1 ° lu �IIIIIII��T'n• a IIIIIIIII a I I° ` z f [ ITr = 11= N -1111 12" ACCESSIBLE SIGN DETAIL (PRIVATE) 1 14 •.I I. \ 4 2 \ EXISTING SEGMENTAL WALL PER 6857 -G CC #6 ,,, s v3�a•x i 698 - 696 \ 690 w =888.0 6" RADIUS HITE PAINTED ACCESSIBILITY SYMBOL - TWO COATS TRAFFIC PAINT ° i' -0" ON 36 -INCH (MIN.) SQUARE BLUE BACKGROUND Cu v 0 " 23• w 5 L p 4 �If CENTERLINE OF (PARKING SPACE Illnillliul�I II II "II NOTE: CONFIRM DIMENSIONS, CONFIGURATION, AND COLORS WITH LOCAL GOVERNMENTAL AGENCY AND A.D.A. GUIDELINES PRIOR TO INSTALLATION - - -- -NOT To SCALE ACCESSIBLE SYMBOL DETAIL (PRIVATE) NOT TO SCALE NEW SHEET i f r 1'9 g0 193.7 �AC w AS DWY / R CITY NZ S' / -z / \\ f (00j, i�� f 10 NQA� 2' CURB TAPER DETAIL (PRIVATE NOT TO SCALE SECTION: ACCESS AREA STRIPING NOT TO SCALE i EASEMENT NOTES LOT 33 RESERVED AS A PRIVATE ROAD AND PUBLIC UTILITY EASEMENT PER MAP 14032 © PROPOSED PRIVATE DRAINAGE EASEMENT IN FAVOR OF HOMEOWNER'S ASSOCIATION PER MAP 14032 EASEMENT FOR PUBLIC ROAD AND PUBLIC UTILITY PURPOSES IRREVOCABLY OFFERED TO THE CITY OF ENCINITAS PER MAP 14032 Q 20' WIDE EASEMENT FOR RECREATIONAL TRAIL PURPOSES PER MAP 14032 PUBLIC SEWER EASEMENT TO THE CARDIFF SANITATION DISTRICT PER MAP 14032 EASEMENT FOR INGRESS EGRESS, AND PUBLIC UTILITY PURPOSES TO THE OLIVENHAIN MUNICIPAL WATER DISTRICT PER MAP 14032 05 EASEMENT FOR BIOLOGICAL OPEN SPACE PER MAP 14032 �j EXISTING EASEMENT FOR WATER PIPELINE PURPOSES TO THE OLIVENHAIN MUNICIPAL WATER DISTRICT PER DOCUMENT RECORDED DECEMBER 7, 1982 AS FILE ND. 374421 OF OFFICIAL RECORDS ® EXISTING EASEMENT FOR WATER PIPELINE PURPOSES TO THE OLIVENHAIN MUNICIPAL WATER DISTRICT PER DOCUMENT RECORDED DECEMBER 7, 1982 AS FILE NO. 82- 374421 OF O.R. 14 EXISTING EASEMENT FOR POLE LINES AND UNDERGROUND CONDUITS TO SAN DIEGO GAS & ELECTRIC COMPANY PER DOCUMENT RECORDED FEBRUARY 11, 1954 IN BOOK 5138, PAGE 321 OF D.R. 21 10' WIDE EASEMENT FOR RECREATIONAL TRAIL PURPOSES PER MAP 14032 22 PUBLIC SEWER EASEMENT OVER ALL OF LOT 33 TO THE CARDIFF SANITATION DISTRICT PER MAP 14032 27 EXISTING EASEMENT FOR UNDERGROUND UTILITIES TO AIRTOUCH CELLULAR PER DOCUMENT RECORDED JANUARY 31, 1996 AS DOCUMENT NO. 1996 - 0049072 OF O.R. 29 10' WIDE EASEMENT FOR INGRESS AND EGRESS AND PUBLIC UTILITY PURPOSES TO THE OLIVENHAIN MUNICIPAL WATER DISTRICT DEDICATED PER MAP 14032 NOTES 0 LANDSCAPE PLANS FOR COLOR MATERIAL AND FINISH OF DRIVEWAYS 1. REFER T , WALKWAYS, HAROSCAPE AND TRAILS. 2. PER STANDARD CONDITIONS F5, ALL DRIVEWAY GRADES IN EXCESS OF 15% SHALL BE PCC WITH A DEEP BROOM FINISH PERPENDICULAR TO DIRECTION OF TRAVEL. 3. PAD ELEVATIONS AND ROUGH GRADES SHOWN HEREON WERE APPROVED BY PLANNING COMMISSION PER RESOLUTION NO PC 2016 -66. 4. SWMA DOC. ----- - - - -_, RECORDED ON ------------ 5. SPECIAL INSPECTION OF ALL POST CONTRUCTION BIOFETENTION BASIN BY THE ENGINEER OF RECORD OR ANOTHER LICENSED CIVIL ENGINEER REQUIRED AT THE FOLLOWING STAGES. PROCESS PICTURES OF BIORENTIONDASIN CONSTRUCTION SHALL BE TAKEN AND PROVIDED TO THE CITY AT THE FOLLOWING STAGES: A. BASIN EXCAVATION B. PLACEMENT OF PERFORATED PIPE, RISER PIPE, OUTLET PIPE, HMP ORIFICE, ETC. C. PLACEMENT OF GRAVEL LAYER D. PLACEMENT OF ENGINEERED SOIL LAYER E. FINAL BASIN GRADING F. FINAL COMPLETED BASIN WITH VEGETATION ESTABLISHED =0R BE PROVIDE 1 POLE MOUNTED SIGN AT EACH PARKING LOT ENTRANCE, 17" x 22" MINIMUM SIZE, STATING: NOTE: CONTRACTOR TO "UNAUTHORIZED VEHICLES PARKED VERIFY INFORMATION IN DESIGNATED ACCESSIBLE SPACES FOR BLANK SPACES ON NOT DISPLAYING DISTINGUISHING SIGN WITH OWNER/ PLACARDS OR LICENSE PLATES ISSUED DEVELOPER PRIOR TO FOR PERSONS WITH DISABILITIES MAY SIGN FABRICATION. BE TOWED AWAY AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT OR BY TELEPHONING " SIGN PER CA MUTCD R -1008. SLOPE TOP AIN FINISHED 12" 0 CONC.- GRADE FOUNDATION -11 tit .I I IIIIIi {�IIIR CI 2' -0" I I I ° •° �� 1 -' ?" MIN. UNAUTHORIZED VEHICLE SIGN DETAIL (PRIVATE) GRAPHIC SCALE 1 " =20' 0 20 40 60 PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 12075 ph 858.259,8212 1 fx 858.259.4812 1 pisaengineering.com REVISIONS APPROVED DATE REFERENCES DATE BF14CBNIARK SCALE AS $jjji,'j' DESIGNED BY _.oR TGL Y CHEJAL BY APPROVALS C= OF ENCEWTAS ENGINEERING DEPARTMENT DRAWING NO. ADD__NEW_ SHEEL REVISE _(q �tl_ _ -_ -_ - _ COUNTY BENCH MARK H -0028 PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROV PRECISE GRADING PLANS FOR: TOTAL SNT NUMBER -_ 1.1 MI. S.W. HODGES DAM, 15' N'LY OF ( 6VS / G - _ - - - - - - NOR(ZONAL CT 0-7-U.1 1 C/L HWY. BENEATH CONC. FLUME CENTER, 1 -20- DATE &' 7•!� BY: -__ _ _ __ _ BY: _ - - - - -- STEVEN NOWAK, PE �/ ZAI PE �+ r - - -- ---- - - - - -- R. C. E. N0. 80356 T MAP � n *T A n 1938 CONC. CULVERT, STD. TAB M'KD - LOT 11 1Y1C1C lrp 1�f ®3G 1938 -N28 -148. VERTICAL NL______ - - -- LER G. LAWSON GG -- - -- - - - - -- - `- - - ELEV.= 148.221, A.M.S.L. NGVD29 TYLER G. LAWSON DATE EXP. 12 -31 -18 DATE:. DATE: `�Q�_ TM 89 -031 / 12 -056 ADR / 15 -251 DH SHEET 20 OF 311 m LOT NUMBER PERMITTED IMP. AREA (SF) TOTAL ALLOWABLE IMP. AREA (SF) AVALIABLE IMP. AREA REMAINING (SF) BMP AREA (SF) ORIFICE SIZE (IN) 13 9,783 12,000 2,217 600 0.53 14 11,491 14,000 2,509 700 0.53 EASEMENT NOTES R LOT 33 TO BE RESERVED AS A PRIVATE ROAD AND PUBLIC UTILITY EASEMENT © PROPOSED PRIVATE DRAINAGE EASEMENT IN FAVOR OF HOMEOWNER'S ASSOCIATION. PER FINAL MAP. ❑1 EASEMENT FOR PUBLIC ROAD AND PUBLIC UTILITY PURPOSES IRREVOCABLY OFFERED TO THE CITY OF ENCINITAS HEREON 0 20' WIDE EASEMET FOR RECREATIONAL TRAIL PURPOSES PER MAP 14032 ❑3 PUBLIC SEWER EASEMENT TO THE CARDIFF SANITATION DISTRICT PER MAP 14032 EASEMENT FOR INGRESS, EGRESS, AND PUBLIC UTILITY PURPOSES TO THE OLIVENHAIN MUNICIPAL WATER DISTRICT PER MAP 14032. ❑5 EASEMENT FOR BIOLOGICAL OPEN SPACE PER MAP 14032 © EXISTING EASEMENT FOR WATER PIPELINE PURPOSES TO THE OLIVENHAIN MUNICIPAL WATER DISTRICT PER DOCUMENT RECORDED DECEMBER 7, 1982 AS FILE NO. 374421 OF OFFICIAL RECORDS. �j EXISTING EASEMENT FOR WATER PIPELINE PURPOSES TO THE OLIVENHAIN MUNICIPAL WATER DISTRICT PER DOCUMENT RECORDED DECEMBER 7, 1982 AS FILE NO `374421 OF OFFICIAL RECORDS. 0 EXISTING EASEMENT FOR WATER PIPELINE PURPOSES TO THE OLIVENHAIN MUNICIPAL WATER DISTRICT PER DOCUMENT RECORDED JANUARY 16 1998 AS FILE NO. 1998 - 0024166 OF O.R. 14 EXISTING EASEMENT FOR POLE LIMES AND UCERGROUND CONDUITS TO SAN DIEGO GAS 6 ELECTRIC COMPANY PER DOCUMENT RECORDED FEBRUARY 11, 1954 IN BOOK 5138 PAGE 321 OF OFFICIAL RECORDS. 21 10 WIDE PUBLIC SEWER EASEMENT TO CARDIFF SANITATION DISTRICT ON FINAL MAP. 22 10' WIDE EASEMENT FOR RECREATIONAL TRAIL PURPOSES DEDICATED ON FINAL MAP. EASEMENT FOR PUBLIC SEWER PURPOSES TO THE CARDIFF SANITATION DISTRICT OVER LOT 33 DEDICATED ON FINAL MAP 29 10' WIDE EASEMENT FOR INGRESS AND EGRESS AND PUBLIC UTILITY PURPOSES TO THE OLIVEMRNAIN MUNICIPAL WATER DISTRICT DEDICATED PER MAP 14032 ® 50' FUEL MODIFICATION ZONE 31 75' FUEL MODIFICATION ZONE 32 100' FUEL MODIFICATION ZOW NOTES 1. REFER TO LANDSCAPE PLANS FOR COLOR, MATERIAL, AND FINISH OF DRIVEWAYS WALKWAYS HARDSCAPE AND TRAILS. 2. PER STANDARD CONDITIONS F5 ALL DRIVEWAY GRADES IN EXCESS OF 15% SHALL BE PCC WITH A DEEP BROOM FINISH PERPENDICULAR TO DIRECTION OF TRAVEL. 3. PAD ELEVATIONS AND ROUGH GRADES SHOWN HEREON WERE APPROVED BY PLANNING COMMISSION PER RESOLUTION NO PC 2016 -66. 4. STORM WATER MAINTENANCE AGREEMENT DOC. RECORDED ON ---- _____ -- 5. SPECIAL INSPECTION OF ALL POST CONTRUCT BIORETENTION BASIN BY THE ENGINEER OF RECORD OR ANOTHER LICENSED CIVIL ENGINEER REOUIRED AT THE FOLLOWING STAGE. PROCESS PICTURES OF BIORETENTION BASIN CONSTRUCTION SHALL BE TAKEN AND PROVIDED TO THE CITY AT THE FOLLOWING STAGES.• A. BASIN EXCAVATION B. PLACEMENT OF PERFORATED PIPE, RISER PIPE, OUTLET PIPE, HMP ORIFICE, ETC. C. PLACEMENT OF GRAVEL LAYER E. FINAL BASIN GRADING F. FINAL COMPLETED BASIN WITH VEGETATION ESTABLISHED. NOTES: FOR EXACT LOT AND SUBDIVISION BOUNDARY DIMENSIONS, SEE SUBDIVISION MAP No. 14032. FOR OFFSITE AND ONSITE STREET GRADING AND PUBLIC UTILITIES SEE 6242 -G 6 CS -327. FOR RECRETATION TRAIL SEE 6242 -G. Z3 SEE SBEET 22- L -�J 6 -. r r v. 68 VCBRU" DITCH -75 (Typ-) Q SPCC BROW DITCH D -75 FL 669. x E 666.6 1 FG 669.8, 21 66 A/ u" � f � �- � ,'• �- ROOF E,AV / I - i PRJCT.=3 i _ 6" PVC SDR -35 r / / X / @ 1 .0% TYPI 670.3 nl 11 FG 669.8 FS f' 1 ' DEEP EARTHEN f TG 669.0 ' /LOT/ / 'FL 669.,5 a' SWALE @ .2% MIN. i` / IE 667.5f ` 1 �1 / / -6" Mr PLAID` '�P12 -- ,� 3. I� v D I 26 T 90-1° a / „ / P 669.8 66 yi se .. �/ 9.0 , /� / / `' ,�, /ii / rE 6680 671 47 t l - t ;'INSTALL 118 "X18" BROOKS E ON t r ' � INSTALL i�8" PVC STORM DRAIN t CONSTRUCT HEADWALL PER SOPSD D -30 BIORETENTION WITH PARTIAL RETENTION AND BIOFILTRATION BASIN PEP DETAIL SHEET 16 (0 t r" v 1 - y / % r ` / /f ij / �\\\` 9/ 1 5 X5' ROCK RIP - RAP PER D -40, FG 66918 / r / f NO. 2 BACKING W/ FILTER 680 /DAYLIGHT/ CLOTS -T-2' (TYP) / ✓ LINE F 0/ ONSTFfUCT HEADWALL PER I r GF 670 FS 870.4 RSQ' D -32 AREA DRAIN TYP. / 1 / -7 - S V669.$ _ / / c' / / ) f 3' 6 ROCK RIP - RAP PER D -40, r - / a / ; / r ( NO 12 BACKING W/ FILTER r FL 669.7 ' ' - FG 66! 3 / TG /668.8 j f / FSi 669.6 f I� ' E f f CLOTH. T=I' (TYP) I,L 667.8. `i FIS 6 .1 v I J/ 7 / . T T ' 669.5 I o J Y ^ � 6 ' / �, f o� / -_ i / r /f / i 2 -6' PVC DRAIN PIPE = - -- -- -c -- - -- - J ROCK Lj D BROW 669:7 PER D 75 ITCH icty f R) 114 6771 PCC BROW / f / 6 66 INSTALL 18'X18" DITCH PER D -75 ' r / / / / T 652!8 / l _ ` f f f ,BROOKS BOX 1_- r I TG =655.0 662 / -- „ - - INSTALL 8" PVC F 652.5 f / rn f ST,{RM DRAIN T i IE -651. 660 ,_ _ / / 3� TW 6578 \ .< / t` i I r 558 ` 653 ` ' f , i f / PCERSSDR,D 0-30W ALL _. r 1 BW ,5 2.8 / / TALL SONRY 655 �= y 3 I / RETAININGM \AWALL % FL 652.7 TO =652.2 , TG= 2.3 T BIORETE' NTION WITH PARTIAL r m ^ r % PER SDRSDi =4 i / IE =650.3 / / f i / / f RETENTION AND BIOFILTAATrON r �_% FG 652 8 f I 64 .5 / / j 2 ` / / f BASIN PER DETAIL SHEET 16 o l 4.7' MAXy l9 IGHT / //' 13 653.4 / / i a q (W =657. LTG =6 .0 P1�.2i1� / *6 i { - r I' DEEP I % BW -652.8 n i =6 1. a` EARTH r� �I J� 5 '2✓13f j SWALE @ = TW= 657.5.- LC O� r 2% 1M rN: i BW=652.8\ GF 653 0^ PAD VJ2,O .. FF 653:476 FG✓ 652B .v 30' �' �! - / '' 4 °/ 7' /' 1 FS 653.4 YSB r I ' '\ / r FS -653.3 FL 652 5 �ti r / 3 I S 6531 ry / FG q5n ef I TW 652.8 L I r BW 65Z..8-- m/ / DAYLrGHf� to'' T-G_552.7 ° nSG s d ` v` r; f LINE IE= 651.7 ( i � FS 652.7 - I! } GRADING 2.7-� //r / TG�652.3 12 "Xl�e AREA, k r ' LIMIT (TYP) ' r / / �u f =650 .8 Ill I DRA TYP. / i I'2% MAX. GRADE Q W 1 g ° PVC SDR -35 1E =849.7 ` i U Z 1 i -fir @ 1.0% TYP. // I 7 to 1 F �j i / IE =651.3 f f 652.4 S 657.E w r '° F5 65 ? / / i% J - 6 /, 6 J � yr �� f. \ l w FS 657.6. 17 r+ .r J , ! TG =656.5 IE= 655.0' / C_.i.! 1 / I � i TG '652.2 f / j IE 64817 f / B" /PGC DRAIN PIPE 5'Sc5' POCK/PIP-PAP PER D -40, i OTH.BACKIN(TY j FILTER / 1 / CONSTRUCT HEADWALL PER SDRSD 1) -32 3x6' AOCK RIP -RAP PER D -40, f NO. B BACKING W/ FILTER CLOTH. T =V (TYP) t f '2 -6" PVC DRAIN PIPE RQ1K LINES BROW r I !� TCH PEP D -75 t / I` { r, J i J 1 I / i j PASCO LARET SUITER GRAPHIC SCALE I " =20' & ASSOCIATES w No. 80356 m T CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING J�� SHED 1 535 North Highway iOIl, Ste A, Solana Beach, CA 92075 rT4 F cm 0 20 40 60 Isla 858.259.8212 1 fx 858.259.4812 1 Plsaengineering.c ®an � OF CALIF REVISIONS APPROV O DATE REFERENCES DATE BENCHMARK SCALE AS BUILT DESITGL BY DRAWN TGL Y cHEJAL By APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. ADD NEW SHEET, • REVISE 10.A / _ _ COUNTY BENCH MARK H -0026 PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROV PRECISE GRADING PLANS FOR TOTAL SHT NUMBER - 1.1 MI. S.W. HODGES DAM, 15' N 1 Y OF HORIZONAL _- -1"=20' cl l l ®l' ENCll�l l AS j lL�`1cT 07031 -_ C/L HWY. BENEATH CONC. FLUME CENTER, - - -- -- -- -- DATE _LG- 2eJ)__ BY: ',B_Yr_ _ 6857�G HDWL. CONC. CULVERT, STD. TAB M'KD TYLER G. LAWSON DATE _ _ STEVEN NOWAK /� BELO < LOTS 13 c 14 MAP NO 14032 _ -- -- - - -- -- R.C.E. NO. _80356 - -- 1938- H28 -14B. VERTICAL NLA R.C.E. N0. 80356 TYLER G. LAWSON EXP. 12/31/18 EXP. 12/31/18 ELEV.= 148.221, A.M.S.L. NGVD29 - - -- - DATE: __. DATE: 10 '7 TM 89 -031 / 12 -056 ADR/ 15 -251 DR SHEET 22 OF 31 EASEMENT NOTES RA LOT 33 TO BE RESERVED AS A PRIVATE ROAD AND PUBLIC UTILITY EASEMENT ® PROPOSED PRIVATE DRAINAGE EASEMENT IN FAVOR OF HOMEOWNERS ASSOCIATION. PER FINAL MAP. Q EASEMENT FOR PUBLIC ROAD AND PUBLIC UTILITY PURPOSES IRREVOCABLY OFFERED TO THE CITY OF ENCINITAS HEREON 0 20' WIDE EASEMET FOR RECREATIONAL TRAIL PURPOSES PER MAP 14032 0 PUBLIC SEWER EASEMENT TO THE CARDIFF SANITATION DISTRICT PER MAP 14032 EASEMENT FOR INGRESS EGRESS AND PUBLIC UTILITY PURPOSES TO THE OLIVENHAIN MUNICIPAL WATER DISTRICT PER MAP 14032. ❑5 EASEMENT FOR BIOLOGICAL OPEN SPACE PER MAP 14032 © EXISTING EASEMENT FOR WATER PIPELINE PURPOSES TO THE OLIVENHAIN MUNICIPAL WATER DISTRICT PER DOCUMENT RECORDED DECEMBER 7, 1982 AS FILE NO. 374421 OF OFFICIAL RECORDS. EXISTING EASEMENT FOR WATER PIPELINE PURPOSES TO THE OLIVENHAIN MUNICIPAL WATER DISTRICT PER DOCUMENT RECORDED DECEMBER 7, 1982 AS FILE NO. 374421 OF OFFICIAL RECORDS. �g EXISTING EASEMENT FOR WATER PIPELINE PURPOSES TO THE OLIVENHAIN MUNICIPAL WATER DISTRICT PER DOCUMENT RECORDED JANUARY 16, 1998 AS FILE NO. 1998 - 0024166 OF O.R. 14 EXISTING EASEMENT FOR POLE LINES AND UNDERGROUND CONDUITS TO SAN DIEGO GAS & ELECTRIC COMPANY PER DOCUMENT RECORDED FEBRUARY 11, 1954 IN BOOK 5138, PAGE 321 OF OFFICIAL RECORDS. 21 10' WIDE PUBLIC SEWER EASEMENT TO CARDIFF SANITATION DISTRICT ON FINAL MAP. 10' WIDE EASEMENT FOR RECREATIONAL TRAIL PURPOSES DEDICATED ON FINAL MAP. 23 EASEMENT FOR PUBLIC SEWER PURPOSES TO THE CARDIFF SANITATION DISTRICT OVER LOT 33 DEDICATED ON FINAL MAP P9 10' WIDE EASEMENT FOR INGRESS AND EGRESS AND PUBLIC UTILITY PURPOSES TO THE OLIVENHAIN MUNICIPAL WATER DISTRICT DEDICATED PER MAP 14032 30 50' FUEL MODIFICATION ZONE 31 75' FUEL MODIFICATION ZONE 100' FUEL MODIFICATION ZONE 1. REFER TO LANDSCAPE PLANS FOR COLOR, MATERIAL, AND FINISH OF DRIVEWAYS WALKWAYS HARDSCAPE AND TRAILS. 2. PER STANDARD CONDITIONS F5 ALL DRIVEWAY GRADES IN EXCESS OF 15% SHALL BE PCC WITH A DEEP BROOM FINISH PERPENDICULAR TO DIRECTION OF TRAVEL. 3. PAD ELEVATIONS AND ROUGH GRADES SHOWN HEREON WERE APPROVED BY PLANNING COMMISSION PER RESOLUTION NO PC 2016 -66. 4. SWMA DOC. 20a-�44% RECORDED ON 5. SPECIAL INSPECTION OF ALL POST CONTRUCT BIO T RE ENTZON BASIN BY THE ENGINEER OF RECORD OR ANOTHER LICENSED CIVIL ENGINEER REQUIRED AT THE FOLLOWING STAGE. PROCESS PICTURES OF BIORETENTION BASIN CONSTRUCTION SHALL BE TAKEN AND PROVIDED TO THE CITY AT THE FOLLOWING STAGES: A. BASIN EXCAVATION B. PLACEMENT OF PERFORATED PIPE, RISER PIPE, OUTLET PIPE, W ORIFICE, ETC. C. PLACEMENT OF GRAVEL LAYER E. FINAL BASIN GRADING F. FINAL COMPLETED BASIN WITH VEGETATION ESTABLISHED. NOTES: FOR EXACT LOT AND SUBDIVISION BOUNDARY DIMENSIONS, SEE SUBDIVISION MAP No. 14032. FOR OFFSITE AND ONSITE STREET GRADING AND PUBLIC UTILITIES SEE 6242 -G & CS -327. FOR RECRETATION TRAIL SEE 6242 -G. SEE SREET 24 718.8 1 1 C t - 25 - - -- __ 71;3.0" i 708 r� t FS i r l v 7 / i r/ 332.7' t - �. r r / V( I r / 700.5 r r 700.5/,r - F �/ FL �- s� Jr °o �6 ''PVC r 1' DEEP EARTHEN i 1 _ / 1 SWALE @ 2% MIN. r / / �_ - - - SDR -35 ✓' r r I ' / / i / i . / FG 1701.0 G / o Al 1. r r = YSB I / - / / i / / F / DAYLIGHT , , r ° MIRE (TYP) . , " r I r P / LINE 700.0/ r r ' I r 6Fd IE 699.0 700 0 ", TLA � r - OR ROCK LINED FYSB E697 F DITCH /PER D - 75 I , FG 7 0 FS ,701.5 PROPOSED 1Q z18" BROOKS BOX I 7D1k /101.67 STORM DRAIN q.0% Ir i - GF r j i / FS /701.6 / 700.4 ' �P r r r CON FHUCT HEADWALL PER r ^ r'r 701.20 i - / ' i ` I t[� / r 1 / MFG/ ii / 4 , LTG 707.0 IE 706.0 �, / - / / TG 700F6 / �� ' �` I r r SD D- 0 ° E / BIORE ENTION WITH PARTIAL �/ r� i /i FS 701)E(- 698.0 ° / r / / / RETEN ION AND BIOFILTRATION • ._. r I =--' r LL BASIN . _P A E TA I L SHEET 19 TG 698.7 TG 6. IFS 7 ` TG 7 1 / l� 01�2r �� / --? B"/PVC RA 7 -PIPE I -PIPE ��) - r' - - - "" 7 3fi 700 7 `: v 0 / f 5X5,'.130CK RIP -PAP PEA D -40, - „' -- 7p _ , �'�� / / ` I r N0 2 BACKING W/ FILTER YI -\ FS 702.8 Y I� 1:7% IE 6 9.2 / F TOp / / /� / rr 'CLOTH 'T =2' (TYP) K T r I I ,r ?D � C0SSTRUCT WEADWALL PER 1 S 7,03.Lb v g6 / ° i E ISDRASD X32 %FS ' I F - \ - 3 XW /ROCK,,FdP -RAP PER D-40, NO< 2 BACKING W/ FILTER I / > / - -- - - - -- -- - - -/ ._ ' 'i CLOTH. T =1' (TYP) c t -- ,. - 332. T- REOEATIONAL TRAIL CULVERT CROSSING r r / / / )DETAIL PER SHEET 5D 30 r ^ r / /� ' / / / 2 -6" PVC DRAINS PIPE I v J, FYSB _ _ - - - - - - - - - " / ROCK LINED BROW DEEP EARTHEN / SWALE @ 2% MIN; r�� % r i / / p �� -° 677.8 _ I E 6 20 PVC SDR -�5 j k DITCH PER D -75 I \ 68 ;' / FG / PCC OR POCK �� - I +- / r` / I AT 1 CI% MIN. (TYP) ` ��' � 7 4 OW ... -' " � ' � SDI I f r I i% ' , / F� g ' 3 j f / / / i' TCI I'PER D=75 6 678 3 DAYLIGHT 'o / PR6P0SE6 18X18" BROOKS BOX e % / /LINE `i i I / PROP08ED -B" PVC STORM DRAIN T �i` / TG' 6 0 r ,d \ v ✓ I t1+P� / / / E 6 7.6 / a' t 'I t t SDR DRUCT, ADWALL PEA 77.B PLAN 77`S 1 / 0 1 I /i �L AoLn / 1, „ °. fi 5 X R0 RIP-PAP PER D -40, GRADING I i / TG 6 (�� lJ� F� 7V'� r / ' / ' ivy. �2 B KING W/ FILTER I; LIMIT (TYP) ti r �� a . % ' ' 1 CLOTH. PAS 677 j J r I r 1 ! * t / 677.1 n ! BIORPT€NTIWITH BIOFIL�RATION 0� '� r ✓ / �` l7i' 670 Av 1 FL , ; f �' / RETENTION--AND t / % i /I 1; BASIN -PER D T�IIL SHEET 16 i 8 F i \ 677.8 l SB 00 G FS 678 4 / V'_� 7 FG r / / FG 659.2 I 3 I r 1g. 25' r' r i / ! I l v /Dy t / LTG 6 .9 E1 to C- ` ice/ F 8 3 �' IE 6 5 �o I 1 I 552. ) l ' � � ' VC' � T o 677 P 1 DRAIN PIPE i A 1;� FC 677.6 ` ;y �> FL i 8 P f / 1 ' \ V i ' �S g • 1 j - - r I ✓I Y _ / av m `-' , / �: ' \ ./ i� / /IE 675.9 i 'DI TCH; TNCSHTR; PUECP T D H '• A75 HOOK DINED RODT� � W 10.7% B I 6775 WA LL PER > 6 F° i -' 1% - - - �- - - - SURSC� D -2 TTT r 3rX6 " RD K RIP -RAP PER D -40, L 14 r - - - NO. BACKING W/ FILTER t FS / X t f / �- / (t"LOFFf. 7� =1 `(TYP} 1. j / -6 PVC DRAIN PIPE A,` v ONAL TRAIL CULVERT CROSSING __ - t \ -� 686 Tr IL ARE FtEATt r � j � ' j DE 71A PER aSHEET 5D - r > ( 680 t / 0' � 3: / ,r ! JP6C BROW DITCH PER D -75 670/_= �' / /X SEE SHEET 22 LOT NUMBER PERMITTED TOTAL ALLOWABLE AVALIABLE IMP. BMP ORIFICE DATE IMP. AREA (SF) IMP. AREA (SF) AREA REMAINING (SF) SIZE (SF) SIZE (IN) 15 9,760 12,000 2,240 600 0.53 16 11,814 14,000 2,186 700 0.53 TYLER G. LAWSON DATE R.C.E. NO. 80356 EXP. 12131118 utJlT UT REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE AS BUII.T ADD NEW SHEET, REVISE 5 (,, _$ -��__ _ __ -_- -- -- COUNTY BENCH MARK H -0028 7��n�7+ r��y �v p(] OFE CINITAS l ltA � 07 -031 LOTS 15 16 N ®. 14 ®32 TM 89 -031 / 12 -056 ADR/ 15 -251 DR 6857® TOTAL SHT. NUMBER 1.1 MI. S.W. HODGES DAM, 15' N'LY OF _ C/L HWY. BENEATH CONC. FLUME CENTER/ HORIZONAL 1"_=20'_ - -- -- - HOWL. CONIC. CULVERT, STD. TAB MKD TYLER G. LAWSON - - _ - - - - -- - -- - - 1938 -H28 -148. VERTICAL NLA- R.C.E. NO. 80356 - - -- - - -- -- - - - ELEV.= 148.221, A.M.S.L. NGVD29 ______ EXP. 12131118 utJlT UT I Ut ATG CT UNL UT APPROVALS CITY OF ENCINITAS ENG -RING DEPARTMENT DRAWING NO. Lu TGL _ - TGL JAL JAL PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROV PRECISE GRADING PLANS FOR: - _ DATE DATE: _6'7' -t2 - -- - R.C.E. NO. 80356-. _ T LER G. LAWSON EXP. 12131118 - -- BY: _ _ _ Y: STEVEN NOWAK, PE jiR J. ZAINO, PE DATE: _ DATE: _i2Q"� -_[ -_ 7��n�7+ r��y �v p(] OFE CINITAS l ltA � 07 -031 LOTS 15 16 N ®. 14 ®32 TM 89 -031 / 12 -056 ADR/ 15 -251 DR 6857® ISHEET 23 OF 31 EASEMENT NOTES \ DA LOT 33 TO BE RESERVED AS A PRIVATE ROAD AND PUBLIC UTILITY EASEMENT ~ ~ ® PROPOSED PRIVATE DRAINAGE EASEMENT IN FAVOR OF HOMEOWNERS ASSOCIATION. \ \ PER FINAL MAP. EASEMENT FORS CITY OF ROAD PUBLIC UTILITY PURPOSES IRREVOCABLY 0 20' WIDE EASEMET FOR RECREATIONAL TRAIL PURPOSES PER MAP 14032 ` ❑3 PUBLIC SEWER EASEMENT TO THE CARDIFF SANITATION DISTRICT PER MAP 14032 v v EASEMENT FOR INGRESS, EGRESS, AND PUBLIC UTILITY PURPOSES TO \ THE OLIVENHAIN MUNICIPAL WATER DISTRICT PER MAP 14032. \ n5 EASEMENT FOR BIOLOGICAL OPEN SPACE PER MAP 14032 \ \� ® EXISTING EASEMENT FOR WATER PIPELINE PURPOSES TO THE OLIVENHAIN / ` MUNICIPAL WATER DISTRICT PER DOCUMENT RECORDED DECEMBER 7, 1982 \ AS FILE NO. 374421 OF OFFICIAL RECORDS. \ 0 EXISTING EASEMENT FOR WATER PIPELINE PURPOSES TO THE / \ OLIVENHAIN MUNICIPAL WATER DISTRICT PER DOCUMENT 00000' 0 RECORDED DECEMBER 7, 1982 AS FILE NO. 374421 OF OFFICIAL \ RECORDS. \ \ \ 0 EXISTING EASEMENT FOR WATER PIPELINE PURPOSES TO THE OLIVENHAIN X \ MUNICIPAL WATER DISTRICT PER DOCUMENT RECORDED JANUARY 16, 1998 / F AS FILE NO. 1998 - 0024166 OF O.R. 7{ \_\ 14 EXISTING AS &SE ELECTRIC COMPANY PER DOCUMENT RECORDED NDUITS TO SAN ORDED �q3 0 FEBRUARY 11, 1954 IN BOOK 5138, PAGE 321 OF OFFICIAL RECORDS. I \ 21 10' WIDE PUBLIC SEWER EASEMENT TO CARDIFF SANITATION DISTRICT ON FINAL MAP. \ 10' WIDE EASEMENT FOR RECREATIONAL TRAIL PURPOSES DEDICATED ON FINAL MAP. \ BW �3g 0 \ P3 EASEMENT FOR PUBLIC SEWER PURPOSES TO THE CARDIFF SANITATION DISTRICT OVER LOT 33 DEDICATED ON FINAL MAP ® 10' WIDE EAS94ENT FOR INGRESS AND EGRESS AND PUBLIC UTILITY PURPOSES TO THE OLIVENHAIN MUNICIPAL WATER DISTRICT \ DEDICATED PER MAP 14032 \ \ i F2 ® 50' FUEL MODIFICATION ZONE \ 31 75' FUEL MODIFICATION ZONE ® 100' FUEL MODIFICATION ZONE \ I / C� i�Z# C'J 1. REFER TO LANDSCAPE PLANS FOR COLOR, MATERIAL, AND FINISH OF DRIVEWAYS WALKWAYS, HARDSCAPE AND TRAILS. 2. PER STANDARD CONDITIONS F5 ALL DRIVEWAY GRADES IN EXCESS OF 15% SHALL BE PCC WITH A DEEP BROOM FINISH PERPENDICULAR TO DIRECTION OF TRAVEL. 3- PAD ELEVATIONS AND ROUGH GRADES SHOWN HEREON WERE APPROVED BY PLANNING COMMISSION PER RESOLUTION NO PC 2016 -66. 4. SWMA DOC.i01 ?_JQcL 11f, , RECORDED ON 6.2,_/2 ----- 5. SPECIAL INSPECTION OF ALL POST CONTRUCT BIORETENTION BASIN BY THE ENGINEER OF RECORD OR ANOTHER LICENSED CIVIL ENGINEER REQUIRED AT THE FOLLOWING STAGE. PROCESS PICTURES OF BIORETENTIR4 BASIN CONSTRUCTION SHALL BE TAKEN AND PROVIDED TO THE CITY AT THE FOLLOWING STAGES' A. BASIN EXCAVATION B. PLACEMENT OF PERFORATED PIPE, RISER PIPE„ OUTLET PIPE, HMP ORIFICE, ETC. C. PLACEMENT OF GRAVEL LAYER E. FINAL BASIN GRADING F. FINAL COMPLETED BASIN WITH VEGETATION ESTABLISHED. NOTES: FOR EXACT LOT AND SUBDIVISION BOUNDARY DIMENSIONS, SEE SUBDIVISION MAP No. 14032. FOR OFFSITE AND ONSITE STREET GRADING AND PUBLIC UTILITIES SEE 6242 -G & CS -327. FOR RECRETATION TRAIL SEE 6242 -G. GRAPHIC SCALE 1"=20' ., TYLER G. LAWSON DATE R.C.E. NO. 80356 EXP. 12131118 REVISIONS APPROVED I DATE ADD NEW SHEET. • REVISE I C C•k -0 W \ 1 \ v W~ 1 rn \\ I 0�:. v `` I � I � I rJ v t' �I 3: ? I - VIP � r- _ - 1 I f 71- -- = >- LE) X � 744 r I � f -- I -. I' DEEP EARTHEN- SWALE 1 pAP Ft r o - - 2% MIN. 2 / o I j � uWi W ''TG � 735.2 / � FG 7 0 a S I TW =736.0 IE 733.6 /' I BW =735.4 r v 3 _ - - 7355 - / DAYLiGFAF TM=738.5 . __ FL - - LINE ttl H j - ! r L 18 / t - -T 734. 30 I BW =735.4 FG 736.0 ae / 6i PVC 1 dE 732. YSB I INSTALL MASONRY TG 73 .1 i F-5 736.5 Y _ 3Ha' asbR RETAINING WALL FS 736.6 ' 264 - 590 18 fAT 1.0% ° j j - I PER SDRSD C 3. .- _._ ; C MIN. (TYPJ 2.5' MAX. HEIGHT ` CIF . - P /36 l/ / --- TW =7360 6 20 GF 1/73 5!! 5 . rFF 6 � ' 1�' _- FL TG 73�- d 35 ff j / / I FS 736:6 fi } F'� i FS 7346.6 IE 736.8 i- _ n - 1 FSr736.5 l' ► lii: ! j 0 �o 4F8 736.4 F > u 7 v x G 736.0 i; FS IE 735.4 J; --I S 734.4 -1 735,8 :13'6:0 735.8 I v FG 736.0 r ' �_ J I r0'J FS 7 5.67 I� y d 735. ' FS �_ . - 732 I 7 �� FS t t ! t I -i- - -- -- - - - - -- � - -- - - -- - - -- - -- 7 - \ !j ' -- -- �' i 7--j--7 - Cn ✓; �! Ef3 X -- - - -- -- - -� r r - �- 718.p 718.1 r 3., FLr I 1 DEEP EARTHEN. 718. \ / i > I SWALE @ 2 %14I1+t. r I r. TG 717.9 F- r' 718.7 I- 1 > IE 716.6, % J tr I �' FG 719.0 DAYLIGHT, h�SDR� 5J LINE o , I _ , 'j _ - LOT 1'f MIN � ( % , TG ,7.. 9 / G 719.Q TYP / I _ - YSB ..A _ / TG 718.1 .'' PLtik�l 4 *P11 E iii �,( � / 264 - 590-17 t � � , 15 G 719,6 ,, o / ' PAD 719.0 � p I TG 723.5 /� •I F 71 0� i'i' 719 Efi 719.5 r r / � TRADING I ,', � ; - � -ZE 722.0 ' i S 7 .6 , ' F!4 - '718.7 v LIMI (TYPJ / r ` ,p G FS 718.9 Z ay FG 719.0 1 1 TG 7211 '� 71 .4 T(r 718.4 716.9 I IE 717 4 I , I 719.1 -- - FS r ' r rt FS 721 A' 2.2 % _ FL r ; _-7 .7 ,I � ;� - � _ � �: � ; � � - ,' ,, '" 716 - -- > -- - -- _ r 71 r i � � i t _" u� ` � 718:0" r r' r -_ r 4 •- 4 /X / 332.7x,'' / I En r X / '7oa r: rGo o qa 7- -T 700 5 r r G 7 / / 0 5 y 7 f �, � DEEP EARTHEN SWALE @ 2% MIN. i t � EASEMENT NOTES [A LOT 33 TO BE RESERVED AS A PRIVATE ROAD AND PUBLIC UTILITY EASEMENT ❑ PROPOSED PRIVATE DRAINAGE EASEMENT IN FAVOR OF HOMEOWNER'S ASSOCIATION. PER FINAL MAP. Q EASEMENT FOR PUBLIC ROAD AND PUBLIC UTILITY PURPOSES IRREVOCABLY OFFERED TO THE CITY OF ENCINITAS HEREON 20' WIDE EASENET FOR RECREATIONAL TRAIL PURPOSES PER MAP 14032 PUBLIC SEWER EASEMENT TO THE CARDIFF SANITATION DISTRICT PER MAP 14032 EASEMENT FOR INGRESS EGRESS, AND PUBLIC UTILITY PURPOSES TO THE OLIVENHAIN MUNICIPAL WATER DISTRICT PER MAP 14032. EASEMENT FOR BIOLOGICAL OPEN SPACE PER MAP 14032 © EXISTING EASEMENT FOR WATER PIPELINE PURPOSES TO THE OLIVENHAIN MUNICIPAL WATER DISTRICT PER DOCUMENT RECORDED DECEMBER 7, 1982 AS FILE N0. 374421 OF OFFICIAL RECORDS. �j EXISTING EASEMENT FOR WATER PIPELINE PURPOSES TO THE OLIVENHAIN MUNICIPAL WATER DISTRICT PER DOCUMENT RECORDED DECEMBER 7, 1982 AS FILE ND. 374421 OF OFFICIAL RECORDS. �g EXISTING EASEMENT FOR WATER PIPELINE PURPOSES TO THE OLIVENHAIN MUNICIPAL WATER DISTRICT PER DOCUMENT RECORDED JANUARY 16, 1998 AS FILE ND. 1998 - 0024166 OF O.R. 14 EXISTING EASEMENT FOR POLE LIMES AND UNDERGROUND CONDUITS TO SAN DIEGO GAS 6 ELECTRIC COMPANY PER DOCUMENT RECORDED FEBRUARY 11, 1954 IN BOOK 5138, PAGE 321 OF OFFICIAL RECORDS. 21 10' WIDE PUBLIC SEWER EASEMENT TO CARDIFF SANITATION DISTRICT ON FINAL MAP. 10' WIDE EASEMENT FOR RECREATIONAL TRAIL PURPOSES DEDICATED ON FINAL MAP. 23 EASEMENT FOR PUBLIC SEWER PURPOSES TO THE CARDIFF SANITATION DISTRICT OVER LOT 33 DEDICATED ON FINAL MAP ® 10' WIDE EASEMENT FOR INGRESS AND EGRESS AND PUBLIC UTILITY PURPOSES TO THE OLIVENHAIN MUNICIPAL WATER DISTRICT DEDICATED PER MAP 14032 ® 50' FUEL MODIFICATION ZONE 31 75' FUEL MODIFICATION ZONE ® 100' FUEL MODIFICATION ZONE LOT MJMBER PERMITTED IMP. AREA (SF) TOTAL ALLOWABLE IMP. AREA (SF) AVALIABLE IMP. AREA REMAINING (SF) BMP SIZE (IN) ORIFICE SIZE (IN) 19 11.875 14,000 8125 700 0.53 20 10,032 12,000 1,968 600 0.53 1. REFER TO LANDSCAPE PLANS FOR COLOR, MATERIAL, AND FINISH OF DRIVEWAYS WALKWAYS HANDSCAPE AND TRAILS. 2. PER STANDARD CONDITIONS F5, ALL DRIVEWAY GRADES IN EXCESS OF 15% SHALL BE PCC WITH A DEEP BROOM FINISH PERPENDICULAR TO DIRECTION OF TRAVEL. 3. PAD ELEVATIONS AND ROUGH GRADES SHOWN HEREON WERE APPROVED BY PLANNING COMMISSION PER RESOLUTION NO PC 2016 -66. NOTES: FOR EXACT LOT AND SUBDIVISION BOUNDARY DIMENSIONS SEE SUBDIVISION MAP No. 14032. FOR OFFSITE AND ONSITE STREET GRADING AND PUBLIC UTILITIES SEE 6242 -G 6 CS -327. FOR RECRETATION TRAIL SEE 6242 -G. GRAPHIC SCALE 1 " =20' 0 20 40 60 FM TYLER G. LAWSON R.C.E. NO. 80356 EXP. 12131118 REVISIONS DATE SEE SHEET 26 ' 12'X1 " CLEAN OkJT FS 798.4 } 00 4.8 PCC BROW ,DI`1� / / - i - - - - - - x/641 I PER D -75 (TYt#Y) 30' I' DEEP ARTHEN f` FYSB SWALE-- V2% _M I J f ` / �� / J IE TG 761.5 / / II � / 1 f fl 'f � ' ' ✓� ,t f l Pvc I ,S'�DR - -35r` ;'AT 1.d% �� 1 l r ) { MIN.,' (TY / / r - - DAYLIGHT LIN 3 ( 21/. / / FS 772.5 J r - -r ! ° FG 770.x' FS 772.6 ,� I / ° /�/ / / ,�• c TG 771,1 Ii �� LQT'20 CIE 7 / c - TG'78 .5 6%.l� IE 7'" ' FL 771.9 264591 -0'L � MFG j�2. PAD 7/72 0 / i TG 772.6 2.6 _ e r r J E / F -,717 f 7 2.0 FS 772 J AIN TYPy 772.0/ -FS- 76 _ ._ _ - 7y TG 771. IE 770. / 763.6 G J / L _- 39 5 FS 8 / T FS 772A- - ' r _ - Y !_ J � 6 _PE7f D-751 TKPI PC .BROW `ITCH ! r' > �CC W DITCH l/ A / ��, / TG 53.4 PER -75 I � � 750.5 � J FL/ 753.8 �.<,, X50 g %, FL .9 1 ' DE-EP EARTHEN - y ; r - tv- 754. SWALE @ 2% MIN: - •� i ! / YS$ s o ( 2'X12" AREA - _ 6" PVC / LO' ji 19 ' DAYLIGHT / t � c DRAIN TYP. .' "" SDR -35 ,� F LINE 3 - jf� I -TG 761.0 y/ __ _- TG 753.4 MIINf�YP) PLAN 1S 6 ' MIN. IE 751.4 / % IE 760.0 X64-59 COVER , � / iE/750.8 GRADING - - - -- / LIMIT (TYP) °� F ".-75'.0 / P 54.a - - - 4.6 U w FL 7-74/5 �/ /„ j - _ ,FS 754.0 / g FS 754 y S fS�754.0 ;40, ' 1 v )�. FS 754.61' / FL 753.9 _ FG FS 754.5 i' 753.8 T / r � TG 753.6_ 752.6 �' / F) r 751.N i DATE REFERENCES DATE BENCEMMIK SCALE AS B -- COUNTY BENCH MARK H -0028 1.1 MI. S.W. HODGES DAM, 15' N'LY OF HORIZONAL C/L HWY. BENEATH CONC. FLUME CENTER, 1 " =20' HOWL. CONC. CULVERT, STD. TAB M'KD TYLER G. LAWSON 1938 -H28 -148. VERTICAL N1A R.C.E. NO. 80355 "- - - ELEV.= 148.221, A.M.S.L. NGVD29 EXP. 12131118 NOTES ° °' tl' �" " "" n" 1. REFER TO LANDSCAPE PLANS FOR COLOR MATERIAL, APPROVALS AND FINISH OF DRIVEWAYS, WALKWAYS HARDSCAPE AND CITY OF ENCIN TrA TRAILS. PLANS PREPARED UNDER THE 2. PER STANDARD CONDITIONS F5, ALL DRIVEWAY GRADES RECOMMENDED APPRO IN EXCESS OF 15% SHALL BE PCC WITH A DEEP BROOM FINISH PRECISE GRADING PLANS FOR: RECREATIONAL PERPENDICULAR TO DIRECTION OF TRAVEL. TRAIL PER 6242 -G 3. PAD ELEVATIONS AND ROUGH GRADES SHOWN HEREON WERE APPROVED BY PLANNING COMMISSION PER j RESOLUTION NO PC 2016 -66. ! 4. STORM WATER AINTENANCE AGREEMENT DOC.l4i RECORDED ON 5. SPECIAL INSPECTION OF ALL POST CONTRUCT BIORETENTION BASIN BY THE ENGINEER OF RECORD OR ANOTHER LICENSED CIVIL ENGINEER REQUIRED AT THE FOLLOWING STAGE. PROCESS i PICTURES OF BIORETENTION BASIN CONSTRUCTION SHALL BE TAKEN AND PROVIDED TO THE CITY AT THE FOLLOWING STAGES: l / A. BASIN EXCAVATION f j B. PLACEMENT OF PERFORATED PIPE, RISER PIPE„ OUTLET PIPE ' HMP ORIFICE, ETC. C. PLACEMENT OF GRAVEL LAYER A i J E. FINAL BASIN GRADING / J F. FINAL C06FLETED BASIN WITH VEGETATION ESTABLISHED. 1 t INSTALL 18718" ! BROOKS BOX f f I f INSTALL 8" PVC STORM DRAIN i PCC OR ROCK LINED BROW DITCH PER D -75 1 l CONSTRUCT HEADWALL f f PER SORSD D -30 J f 5'x5' ROCK RIP -RAP PER D -40, / J r NO. 2 BACKING W/ FILTER 1 r f J CLOTH. T =2' (TYP) BIORETENTION WITH PARTIAL t ! J RETENTION AND BIOFILTRATION 1 i BASIN PER DETAIL SHEET 19 TG 753.2 IE 749.7 t 8" PVC DRAIN PIPE PROPOSED ROCK LINED BROW DITCH PER D -75 2 -6" PVC DRAIN PIPE 3X6' ROCK RIP -RAP PER D -40, f 1 NO. 2 BACKING W/ FILTER t CLOTH. T=1' (TYP) j J CONSTRUCT HEADWALL PER SDRSD D -32 i t ` 2 J PCC OR ROCK LINED BROW DITCH PER D -75 INSTALL 18'X18" f BROOKS BOX t INSTALL 8" PVC / STORM DRAIN f ' - CONNECT HEADWALL y PER SDRSD D -30 �`. BIORETENTION WITH PARTIAL RETENTION AND BIOFILTRATION BASIN PER DETAIL SHEET 19 TG 734.2 f IE 730.7 j 8" PVC DRAIN PIPE r} PROPOSED 2 -6" PVC DRAIN PIPE 3X6' ROCK RIP -RAP PER D -40, 1 NO. 2 BACKING W/ FILTER J CLOTH. T=I' (TYP) CONSTRUCT HEADWALL PER r SDRSD D -32 � 1 1 t CROCK LINED BROW DITCH PER 0 -75 PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 595 Forth Highway 101, Ste A, Solana Beach, CA 92075 ph 858.259.6212 1 fz 858.259.4812 1 plsaengineering.com DEPARTMENT DATE: - � Zc,/) BY: ___ - BY' CITY OF ENC�AS TRACT 89 -031 DATE _ R. C. E. NO. 80356 STEVEN NOWAK /FRZikb LO K LOTS 19 CMG 20 MAP _NO_. 14032 , T ER G. LAWSON EXP. 1213111 8 /C� _,�1SI-1 7 TM 89 -031 / 12 -056 ADR/ 15 -251 DR SHEET 25 OF 31 ° °' tl' �" " "" n" " "rc °° n" APPROVALS CITY OF ENCIN TrA PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPRO PRECISE GRADING PLANS FOR: PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 595 Forth Highway 101, Ste A, Solana Beach, CA 92075 ph 858.259.6212 1 fz 858.259.4812 1 plsaengineering.com DEPARTMENT DATE: - � Zc,/) BY: ___ - BY' CITY OF ENC�AS TRACT 89 -031 DATE _ R. C. E. NO. 80356 STEVEN NOWAK /FRZikb LO K LOTS 19 CMG 20 MAP _NO_. 14032 , T ER G. LAWSON EXP. 1213111 8 /C� _,�1SI-1 7 TM 89 -031 / 12 -056 ADR/ 15 -251 DR SHEET 25 OF 31 EASEMENT NOTES 0 LOT 33 TO BE RESERVED AS A PRIVATE ROAD AND PUBLIC UTILITY EASEMENT ❑B PER PROPOSED PRIVATE DRAINAGE EASEMENT IN FAVOR OF HOMEOWNER'S ASSOCIATION. 0 EASEMENT FOR PUBLIC ROAD AND PUBLIC UTILITY PURPOSES IRREVOCABLY OFFERED TO THE CITY OF ENCINITAS HEREON 0 20' WIDE EASEMET FOR RECREATIONAL TRAIL PURPOSES PER MAP 14032 0 PUBLIC SEWER EASEMENT TO THE CARDIFF SANITATION DISTRICT PER MAP 14032 EASEMENT FOR INGRESS EGRESS, AND PUBLIC UTILITY PURPOSES TO THE OLIVENHAIN MUNICIPAL WATER DISTRICT PER MAP 14032. 05 EASEMENT FOR BIOLOGICAL OPEN SPACE PER MAP 14032 © EXISTING EASEMENT FOR WATER PIPELINE PURPOSES TO THE OLIVENHAIN MUNICIPAL WATER DISTRICT PER DOCUMENT RECORDED DECEMBER 7. 1982 AS FILE NO. 374421 OF OFFICIAL RECORDS. �j EXISTING EASEMENT FOR WATER PIPELINE PURPOSES TO THE OLIVENHAIN MUNICIPAL WATER DISTRICT PER DOCUMENT RECORDED DECEMBER 7, 1982 AS FILE NO. 374421 OF OFFICIAL RECORDS. �g EXISTING EASEMENT FOR WATER PIPELINE PURPOSES TO THE OLIVENHAIN MUNICIPAL WATER DISTRICT PER DOCUMENT RECORDED JANUARY 16, 1998 AS FILE NO. 1998 - 0024166 OF O.R. pq EXISTING EASEMENT FOR POLE LINES AND UNDERGROUND COBUITS TO SAN DIEGO GAS & ELECTRIC COMPANY PER DOCUMENT RECORDED FEBRUARY 11, 1954 IN BOOK 513& PAGE 321 OF OFFICIAL RECORDS, 21 10' WIDE PUBLIC SEWER EASEMENT TO CARDIFF SANITATION DISTRICT ON FINAL MAP. 22 10' WIDE EASEMENT FOR RECREATIONAL TRAIL PURPOSES DEDICATED ON FINAL MAP. P3 EASEMENT FOR PUBLIC SEWER PURPOSES TO THE CARDIFF SANITATION DISTRICT OVER LOT 33 DEDICATED ON FINAL MAP 29 10' WIDE EASEMENT FOR INGRESS AND EGRESS AND PUBLIC UTILITY PURPOSES TO THE OLIVENHAIN MUNICIPAL WATER DISTRICT DEDICATED PER MAP 14032 ® 50' FUEL MODIFICATION ZONE 31 75' FUEL MODIFICATION ZONE ❑32 100' FUEL MODIFICATION ZONE 1. REFER TO LANDSCAPE PLANS FOR COLOR, MATERIAL, AND FINISH OF DRIVEWAYS, WALKWAYS HANDSCAPE AND TRAILS. 2. PER STANDARD CONDITIONS F5 ALL DRIVEWAY GRADES IN EXCESS OF 15% SHALL BE PCC WITH A DEEP BROOM FINISH PERPENDICULAR TO DIRECTION OF TRAVEL. 3. PAD ELEVATIONS AND ROUGH GRADES SHOWN HEREON WERE APPROVED BY PLANNING COMMISSION PER RESOLUTION NO PC 2016 -66. NOTES: FOR EXACT LOT AND SUBDIVISION BOUNDARY DIMENSIONS, SEE SUBDIVISION MAP No. 14032. FOR OFFSITE AND ONSITE STREET GRADING AND PUBLIC UTILITIES SEE 6242 -G & CS -327. FOR RECRETATION TRAIL SEE 6242 -G. GRAPHIC SCALE 1 " =20' 0 20 40 60 m 1 DEEP EART N r , S ALE V 12% M . ( FYSB J II 1 GRADING tr 816 /� LTwr (T �) / J ton � rTG 4.5 ` v ,- -- •� � � � I � io IE 8 2,5 4 � �, / 1 ETAINIIN WALLY f IPER SDRSO C -8. 13.Q' -MAX. HEIGHT { I r F� 98.5- . � FS 79p 7 I. F 4.A; .. fG X987 r� G L Irv- m 12'x1 00 LOT NUMBER PERMITTED IMP. AREA (SF) TOTAL ALLOWABLE IMP. AREA (SF) AVALIABLE IMP. AREA REMAINING (SF) BMP AREA (SF) ORIFICE SIZE (IN) 21 11,062 14,000 2,938 700 0.53 SEE SHEET 27 do i 8 r r i - 808 R300 EA VE // > r 802 - - �' - / i r PRJCT. =q.6 ' / 800 "r` -1 _ \ FL 798.3 � TG 1798.1 c \1E 744 / �- H/P 798.31 f a' 795.0 G 798.5 / FS 799.0 _ i �" PVC / o - / / SDR -35/ FS/799. / /\ AT 1.0% LIVY `' PLAT *P10 ,' \ m J / r X �, o °y r FG 798.5 X91-03 t f f 12x12" A P 791395/l i IDRAIN TYP ,� v / TG 797.8 / 0 799.17 / FG 78.5 ° IE 79,�r.8 / ' TG 797. DAYLIGHTr / IE T 2 / LINE FG 798(.5 _ X F 799.1 r TG 797.9" i ,''�/ • t l / 1 / t If 795.9 FG 7,9x8.798.4, ' 5 / ( FSy 78.9 / / / >C / D , ICAT ? f \ t �FG_ 758. / // / J' /' / ON1Z0lVE r r�. TG 79 796.7 i i f ' 796t \ � � FS 798.7 ' CLAN OUT SEE SHEET 25 NOTES 1. REFER TO LANDSCAPE PLANS FOR COLOR, MATERIAL, AND FINISH OF DRIVEWAYS, WALKWAYS, HANDSCAPE AND TRAILS. 2. PER STANDARD CONDITIONS F5, ALL DRIVEWAY GRADES IN EXCESS OF 15% SHALL BE PCC WITH A DEEP BROOM FINISH PERPENDICULAR TO DIRECTION OF TRAVEL. 3. PAD ELEVATIONS AND ROUGH GRADES SHOWN HEREON WERE APPROVED BY PLANNING COMMISSION PER RESOLUTION NO PC 2016 -66. 4. STORM WATER, MAINTENANCE AGREEMENT DOC. 2L1 RECORDED ON _(L1_L 5. SPECIAL INSPECTION OF ALL POST CONTRUCT BIORETENTION BASIN BY THE ENGINEER OF RECORD OR ANOTHER LICENSED CIVIL ENGINEER REOUIRED AT THE FOLLOWING STAGE. PROCESS PICTURES OF BIORETENTION BASIN CONSTRUCTION SHALL BE TAKEN AND PROVIDED TO THE CITY AT THE FOLLOWING STAGES: A. BASIN EXCAVATION B. PLACEMENT OF PERFORATED PIPE, RISER PIPE„ OUTLET PIPE HMP ORIFICE, ETC. C. PLACEMENT OF GRAVEL LAYER E. FINAL BASIN GRADING F. FINAL COMPLETED BASIN WITH VEGETATION ESTABLISHED. INSTALL 18716" BROOKS BOX INSTALL B" PVC STORM DRAIN CONSTRUCT HEADWALL PER SDRSD D -30 5'x5' ROCK RIP -RAP PER D -40, / NO. 2 BACKING W/ FILTER / CLOTH. T =2' (TYP) / BIORETENTION WITH PARTIAL RETENTION AND BIOFILTRATION j' BASIN PER DETAIL SHEET 19 / TG 777.2 IE 773.7 8" PVC DRAIN PIPE / 2-6" PVC DRAIN PIPE i 3'x6' ROCK RIP -RAP PER D -40, NO. 2 BACKING W/ FILTER f CLOTH. 7=1' (TYP) yr CONSTRUCT HEADWALL PER SDRSD D -32 t fJ 'f 1 RECREATIONAL J TRAIL PER 8242 -G i ASBUMT PASCO LARET SUITER CD_ Y z W No. 80356 m & ASSOCIATES s CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING T9 C10- 535 North Highway 101, Ste A, Solana Beach, CA 92075 TYLER G. LAWSON GATE �( \'�T- yT/� -/7 OF CALF R C.E. NO. 60356 NEW SHEET I ph 858.259.8212 1 fx 858.259.4812 1 pisaengineering.com EXP. 12131118 GNED REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE AS 13UMT oesITGL BY __i____ DRAWN TGLBY CHECKED BY I JAL APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. ADO NEW SHEET, ____ �0•l�c•/ __ COUNTY BENCH MARK H -0028 PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROV D PRECISE GRADING PLANS FOR: - TOTAL SHT. NUMBER _ 1.1 MI. S.W. HODGES DAM, 15' N'LY OF -___ _. -- - - - _. --_ -_ _ . __ -__ __ HORIZONAL _I"=20' _ T�tACT 89 031 CIL HWY. BENEATH CONC. FLUME CENTER, _.___- -- -. - - -- DATE. _1,0. �'n_ BY. _ Y: C l ®l' ENCI N l AS g 7 -G HOWL. CONIC. CULVERT, STD. TAB M KD TYLER G. LAWSON DATE STEVEN NOWAK tFR ELOCK LOTS 21 MAP NO 14032 1938 -H28 -148. VERTICAL - - - -- - -- R.C.E. NO. 80356___ -NLA R.C.E. NO. 818 T ER G. LAWSON a - _- -- - - -- ELEV.= 148.221, A.M.S.L. NGVD29 EXP. 12/31/18 EXP. 12/31/18 DATE: ____ _ DATE: (()- -y -J -7 TM 89 -031 / 12 -056 ADR/ 15 -251 OR SHEET 26 OF 31 ON EASEMENT NOTES ® LOT 33 TO BE RESERVED AS A PRIVATE ROAD AND PUBLIC UTILITY EASEMENT ® PROPOSED PRIVATE DRAINAGE EASEMENT IN FAVOR OF HOMEOWNERS ASSOCIATION. PER FINAL MAP. 0 EASEMENT FOR PUBLIC ROAD AND PUBLIC UTILITY PURPOSES IRREVOCABLY OFFERED TO THE CITY OF ENCINITAS HEREON Q 20' WIDE EASEMET FOR RECREATIONAL TRAIL PURPOSES PER MAP 14032 ❑ PUBLIC SEWER EASEMENT TO THE CARDIFF SANITATION DISTRICT PER MAP 14032 EASEMENT FOR INGRESS, EGRESS AND PUBLIC UTILITY PURPOSES TO THE OLIVENHAIN MUNICIPAL WATER DISTRICT PER MAP 14032. ❑5 EASEMENT FOR BIOLOGICAL OPEN SPACE PER MAP 14032 © EXISTING EASEMENT FOR WATER PIPELINE PURPOSES TO THE OLIVENHAIN MUNICIPAL WATER DISTRICT PER DOCUMENT RECORDED DECEMBER 7, 1982 AS FILE NO. 374421 OF OFFICIAL RECORDS. Qj EXISTING EASEMENT FD.R WATER PIPELINE PURPOSES TO THE OLIVENHAIN MUNICIPAL WATER DISTRICT PER DOCUMENT RECORDED DECEMBER 7, 1962 AS FILE NO. 374421 OF OFFICIAL RECORDS. �g EXISTING EASEMENT FOR WATER PIPELINE PURPOSES TO THE OLIVENHAIN MUNICIPAL WATER DISTRICT PER DOCUMENT RECORDED JANUARY 16, 1998 AS FILE NO. 1998 - 0024166 OF O.R. 14 EXISTING EASEMENT FOR POLE LINES AND UNDERGROUND CONDUITS TO SAN DIEGO GAS & ELECTRIC COMPANY PER DOCUMENT RECORDED FEBRUARY 11 1954 IN BOOK 5138, PAGE 321 OF OFFICIAL RECORDS. 21 10' WIDE PUBLIC SEWER EASEMENT TO CARDIFF SANITATION DISTRICT ON FINAL MAP. 22 10' WIDE EASEMENT FOR RECREATIONAL TRAIL PURPOSES DEDICATED ON FINAL MAP. 23 EASEMENT FOR PUBLIC SEWER PURPOSES TO THE CARDIFF SANITATION DISTRICT OVER LOT 33 DEDICATED ON FINAL MAP ® 10' WIDE EASEMENT FOR INGRESS AND EGRESS AND PUBLIC UTILITY PURPOSES TO THE OLIVENHAIN MUNICIPAL WATER DISTRICT DEDICATED PER MAP 14032 ® 50' FUEL MODIFICATION ZONE 31 75' FUEL MODIFICATION ZONE 100' FUEL MODIFICATION ZONE -_1 GRAPHIC SCALE 1 " =20' 0 20 40 60 m i i LOT NUMBER PERMITTED TOTAL ALLOWABLE AVALIABLE IMP. BMP OR. IMP. AREA (SF) IMP. AREA (SF) AREA REMAINING (SF) SIZE (SF) SI, 22 7,117 12,000 4,883 600 0.: riffit-IM 1. REFER TO LANDSCAPE PLANS FOR COLOR MATERIAL, AND FINISH OF DRIVEWAYS, WALKWAYS, HARDSCAPE AND TRAILS. 2. PER STANDARD CONDITIONS F5, ALL DRIVEWAY GRADES IN EXCESS OF 15% SHALL BE PCC WITH A DEEP BROOM FINISH a7 PERPEMUICULAR TO DIRECTION OF TRAVEL. 3. PAD ELEVATIONS AND ROUGH GRADES SHOWN HEREON WERE APPROVED BY PLANNING COMMISSION PER RESOLUTION NO PC 2016 -66. 4. STORM WATER MAINTENANCE AGREEMENT DOC. 2 f-It Z4 ;tj RECORDED ON _�N As - -___ s\ / / / / �� /' 5. SPECIAL INSPECTION OF ALL POST CONTRUCT BIORETENTION BASIN BY THE ENGINEER OF RECORD OR ANOTHER LICENSED / / 1 CIVIL ENGINEER REGUIRED AT THE FOLLOWING STAGE. PROCESS PICTURES OF BIORETENTION BASIN CONSTRUCTION SHALL BE INSTALL 18 "X18 " TAKEN AND PROVIDED TO THE CITY AT THE FOLLOWING STAGES: BROOKS BOX A. BASIN EXCAVATION i , �- B. PLACEMENT OF PERFORATED PIPE, RISER PIPE„ OUTLET PIPE, INSTALL 8" PVC HMP ORIFICE~ ETC. ST6RM DRAIN C. PLACEMENT OF GRAVEL LAYER i E. FINAL BASIN GRADING C / / PCC OR ROCK � LIKED BROW F. FINAL COMPLETED BASIN WITH VEGETATION ESTABLISHED. / ��/ � / / DITCH PER D -75 j _ ' 9 (4 =814 0 ' NOTES: FOR EXACT LOT AND SUBDIVISION BOUNDARY DIMENSIONS, SEE SUBDIVISION MAP No. 14032. FOR OFFSITE AND ONSITE STREET GRADING AND PUBLIC UTILITIES SEE 6242 -G & CS -327. FOR RECRETATION TRAIL SEE 6242 -G. I CC BROW DITCH' FG PER, 17 -75 (TYP. - l ' •' / 6' PVC —� -.,�( / / CONSTDPSO ADWALL r /1' DEEP RTHEN / r /' 2W/ J591 / /PER u�DRSI� -3Q r, �SWALE 2% MIN YG4 812.8f / /DR -35 sO T 1.0% rr PAD g� (TYP�r „/ E WD PIPF�NE r_ F814.1 `� . / .� / J J 813.2 ° f ! 112'x12” EA fYi „% / TW= / 5L Tn�. DR N TYP. s^ F 813.7x' / FS 814.¢ rir BW=81 .� / / ' G 81.8 / l /O TG 820. o I / .' F / / IE 10.8 / /r; // r / / l _3d, IE 818y5 1 / r _ / / , / } f / + / 3 TW=81 .0 - 1 0 / / - , 97G/813.5 y FYSB �? BIORETENTION WITH PARTIAL I INSTALL MASONRY 813 RETENTION AND BIOFILTRATI O N RETAINING WAS 0 BASIN PER DETAIL SHEET 19 PER ,SE (RSD C-L S�MAX FS 824.5' F ` DAYLI TG 792.2 8" PVC DRAIN PIPE ./ / TG' 813.2 IE 812,2 X00 ' / ! 5x5' ROCK RIP -RAP PER D -40, � / r / ; / / / NO. 2 BACKING W/ FILTER CLOTH. T =2' (TYP) F % A 3 .0' / f i 335.0 SEE SHEET 26 AS BUILT PASCO LARET SU ITER � y z LLJ No . 80356 m & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING Tq CIVIL - - - -- -- -- -- - -- - - - - 535 North Highway 101, Ste A, Solana Beach, CA 92075 TYLER G. LAWSON DATE �% x��% OF CALIF R.C.E. NO. 80356 NEW SHEET I ph 858.259.8212 1 fx 858.259.4812 1 plsaengineering.com EXP. 12131118 GNED REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE AS BUILT DESITGL BY DRT�LBY CHECKED - BY APPROVALS CITY i OF ENCINI AS ENGINEERING DEPAR 1 NfENT DRAWING NO. ADD NEW SHEET REVISE _ -K _ 10•YI -17 ______ ________ - COUNTY BENCH MARK H -0028 PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPR PRECISE GRADING PLANS FOR: TOTAL SHT. NUMBER 1.1 MI. S.W. HODGES DAM, 15' N'LY OF LQ�� "1 C/L HWY. BENEATH CONC. FLUME CENTER, -- - - - - - -- -- - - -_ ___ __ - DATE. `b, ?►� /I __ _ CITY OF ENCEWTAS TRACT 89 -031 V o w HORIZONAL 1 " =20'_ � BY: BY: -- R.C.E. NO. 80356 - STEVEN NOWAK �+ HOWL. CONC. CULVERT, STD. TAB M'KD TYLER G. LAWSON DATE _ iFR,4NK BELOCK LOTS 21 MAP NO 14032 1938 -H28 -148. VERTICAL _ NSA R.C.E. NO. 80356 T ER G. LAWSON ELEV.= 148.221, A.M.S.L. NGVD29 EXP. 12131118 EXP. 12/31/18 DATE DATE: Lo-_*xq- /7 TM 89 -031 / 12 -056 ADR/ 15 -251 DR SHEET 17 OF 31 J INSTALL 3" AC & 4" BASE PER CITY OF ENCINITAS' MIN M- nn[�4 20 22 RA1vC`H ®5UA/IAIT' 7 1 ,- FS1815.2 n nVYLTV Y� INSTALL 5" PCC PER GEOTECHS REC. - FS 789.3 FS 789.5 n- > r M - - TN FS- 1 , r FL � 1 J;i J �>._ - tiz 1 - - - ` ( t \ / / TW =793. �.? I TG 7`88.7 / r FG 819.6 RD O E .. R �., IE 786.8, 7 B162 \ ! / BW =7 1 / ,PRJCT. =1,Bti / � - i t' ,I ,- ..f s rt- DAYLIGHT %"�, ! / } .) � � �� ,i fir° � 1 ' 815.6 814.2 r Q LINE \ FL HP !' 1 i i TG 816.4 �� x / ! I Bw =789 L , TWA- �94,�?• IE 813.8 I�LL`itrl 6* - - / BW =789.0 i I , / § ! / r r I FL 788.8 j TW=BIB. 5 p9 /� �r FG 81 0 / ,,,'' I / ! i �� r'> v O�V�V r' IE 815.1 / r r I ii I ! /, I t IE 814 1 , -- ) fi W -81,0 ,, ! , �- / "� / ! Q TG 815.2' 818.6 r, ! / i g if ROOF AVE I p r ! r X �� •" 14 PRJC�'. -1.0' r, 8t6o �,IE 813.7 r f`L HP , i� ! I �, r �I ^ �r !' DAYLIGHT - - -/ ,(i ; r r� LINE j 17 .2 + INSTA ) MASONRY S 816%6 �i w� - �o� / r / h FG 709:0 i r . HE NG WALL / % � [ / . r ! I T / V / 18'x18' } r r , r i` FL -787.7 L 1 23 / / BROOKS BOX �r / PER SO ;'C -3. „ 1 HL / `2.3' MAX. HEIG / i %fir ' g12 V ! I r �G 78B.4 'PLAN IE 7.4 I 1 j F 81$.6 Q FS 18 / � � h u ,, �T- n FLt -HP ,/ i ! �i _ / /f r r / � , � _ : '� .- N ( TW =792.0 � I -� % ii % L / ~' ,i // / g04 I S - _ ''BW =789.0 r �7.� ' ( 816? IFS 16.1 ;t ' l r \ r C ! - 789.67// Q 1 r , t /fti r �� V •� �1 ( � ,/ FG / - - - / - -- -'t p r ;-l~ I ; �' /' f F �� I(�/S'rT LL SONR`F ° � 1 78.6 xgETA G WALL ! / 4 ( ! HEIGHT 788.6 FS 789.$ �T i 1 NN i rFL HPt � �g6 I ii I I � _ VEGETATED SWALE 6" PVC 35/ IN OF MAILBOX (TYPI�C) 5. APPROX. LOCATION 815 f/ l TG 88.1 L O IE 786.0-1 - -- - - -- =- ---- -- .l - -- PCC BROW DITCH - - - - -- PER D -75 (TYP.) I l,ir ( �, `� Iii 1 j / I TG - .2 SDR-35 �� 1O� / / % / / t / / I I1= 786.8 @ 1 0% MIN t i /' 1 °o / / t / \ I A 11 - 6 - -_ _ -- - � (TYPICAL) (' ' r � / f` r L. r , A St EASEMENT NOTES QRCQD 6A Qv 1 LOT 33 R SERVED AS A PRIVATE ROAD AND PUBLIC UTILITY EASEMENT QPOQ055•(O�M i i I _ �e �s3` PER �l DEL i 1 i• -- © �SOCIA�ION PER MAP DRAINAGE 14032 EASEMENT IN FAVOR OF HOMEOWNERS 5 IGp•( Q�E PLL Mp01F 2 N�pO Q,3p i` } t i I } - �i s�� j 1 EASEMENT FOR PUBLIC ROAD AND PUBLIC UTILITY PURPOSES UCH P50 QPQ �,CN d I I j I _- --- - --- - .. -- - -- - ��-� IRREVOCABLY OFFERED TO THE CITY OF ENCINITAS PER MAP 14032 Co�S EP 'on- s� 20' WIDE EASEMENT FOR RECREATIONAL TRAIL PURPOSES PER �1S Q PSG I N Z MAP 14032 QPE ON P R � PUBLIC SEWER EASEMENT TO THE CARDIFF SANITATION DISTRICT EN 5 to Q� (( i) / vo �qqf�` ALA' �9 PER MAP 14032 a gP r�� ✓- -- _ ��O�`O EASEMENT FOR INGRESS EGRESS, AND PUBLIC UTILITY PURPOSES TO THE OLIVENHAIN MUNICIPAL WATER DISTRICT PER MAP 14032 y �5 EASEMENT FOR BIOLOGICAL OPEN SPACE PER MAP 14032 r ! i t i r OgF09,T q �T� A S OG �j EXISTING EASEMENT FOR WATER PIPELINE PURPOSES TO THE l ( OLIVENHAIN MUNICIPAL WATER DISTRICT PER DOCUMENT ( 9�d �q(n �10 Fq RECORDED DECEMBER 7, 1982 AS FILE MO. 374421 OF OFFICIAL RECORDS TO o OvQ ® EXISTING EASEMENT FOR WATER PIPELINE PURPOSES TO THE s OLIVENHAIN MUNICIPAL WATER DISTRICT PER DOCUMENT RECORDED F DECEMBER 7, 1982 AS FILE NO. 82- 374421 OF O.R. 1q EXISTING EASEMENT FOR POLE LINES AND UNDERGROUND CONDUITS c TO SAN DIEGO GAS 6 ELECTRIC COMPANY PER DOCUMENT RECORDED O L NOTES FEBRUARY 11, 1954 IN BOOK 5138, PAGE 321 OF O.R. % 1. REFER TO LANDSCAPE PLANS FOR COLOR MATERIAL, V1 10' WIDE EASEMENT FOR RECREATIONAL TRAIL PURPOSES PER MAP �'q AND FINISH OF DRIVEWAYS WALKWAY$ HARDSCAPE AND 14032 PUBLIC SEWER EASEMENT OVER ALL OF LOT 33 TO THE CARDIFF SANITATION DISTRICT PER MAP 14032 P3 15%20' WIDE ACCESS EASEMENT FOR INGRESS AND EGRESS TO SAN DIEGO GAS AND ELECTRIC COMPANY PER MAP 14032. EXISTING EASEMENT FOR UNDERGROUND UTILITIES TO AIRTOUCH LOT NUMBER PERMITTED IMP. AREA (SF) TOTAL ALLOWABLE IMP. AREA (SF) AVALIABLE IMP. AREA REMAINING (SF) BMP AREA (SF) ORIFICE SIZE (IN) 23 10,368 12,000 1,632 600 0.53 24 8,354 12,000 3,646 600 0.53 oss TRAILS. �G 2. PER STANDARD CONDITIONS F5, ALL DRIVEWAY GRADES IN EXCESS OF 15% SHALL BE PCC WITH A DEEP BROOM FINISH PERPENDICULAR TO DIRECTION OF TRAVEL. 3. PAD ELEVATIONS AND ROUGH GRADES SHOWN HEREON WERE APPROVED BY PLANNING COMMISSION PER 27 CELLULAR PER DOCUMENT RECORDED JANUARY 31, 1996 AS DOCUMENT RESOLUTION NO PC 2016 -66. NO. 1996 - 0049072 OF O.R. 4, STORM WATER MAINTENANCE AGREEMENT DOC. jQTl -na 9mM'f46 ® 10' WIDE EASEMENT FOR INGRESS AND EGRESS AND PUBLIC UTILITY REC. ON PURPOSES TO THE OLIVENHAIN MUNICIPAL WATER DISTRICT DEDICATED PER MAP 14032 5. SPECIAL INSPECTION OF ALL POST CONSTRUCTION BIORETENTION BASINS BY THE ENGINEER OF RECORD OR ANOTHER LICENSED CIVIL ENGINEER REQUIRED AT THE FOLLOWING STAGES. PROGRESS PICTURES OF BIORETENTION BASIN CONSTRUCTION SHALL BE TAKEN AS BUMT AND PROVIDED TO THE CITY AT THE FOLLOWING STAGES: A. BASIN EXCAVATION B. PLACEMENT OF PERFORATED PIPE, RISER PIPE OUTLET PIPE HMP ORIFICE, ETC. C. PLACEMENT OF GRAVEL LAYER D. PLACEMENT OF ENGINEERED SOIL LAYER TYLER G. LAWSON DATE R.C.E. NO. 80356 EXP. 12131118 REVISIONS APPROVED DATE N� I I SRE 1 E. FINAL BASIN GRADING F. FINAL COMPLETED BASIN WITH VEGETATION ESTABLISHED REFERENCES DATE BENCHMARK SCALE AS BUILT - -- - - -- COUNTY BENCH MARK H -0028 1.1 MI. S.W. HODGES DAM, 15' N'LY OF HORIZONAL CIL HWY. BENEATH CONC. FLUME CENTER, 1_ " =20'_ HDWL. CONC. CULVERT, STD. TAB M KD TYLER G. LAWSON -- 1938 -H28 -148. VERTICAL 1A .... . NO. 80356 - - _ -- ELEV.= 148.221, A.M.S.L. NSVD29 EXP. 12131118 / t t j / t j / f t J r 4 0 �O1sFO t •tS a%„ AG O 0,9 9� \9 CAF J �t / I o'G �L �q os 2c 6 r. I© GRAPHIC SCALE 1"=20' • • A• •• DRIVEWAY NOTES: 1. ALL DRIVEWAYS SHALL BE CONCRETE (HEAVY BROOM BRUSHED) WHERE DRIVEWAYS CROSS RECREATIONAL TRAILS. 2. THE WIDTH OF ALL DRIVEWAYS SHALL BE A MINIMUM of 16' PAVED. 3. THE GRADE OF ALL DRIVEWAYS SHALL NOT EXCEED 20 %. NOTES: FOR EXACT LOT AND SUBDIVISION BOUNDARY DIMENSIONS, SEE SUBDIVISION MAP No. 14032. FOR OFFSITE AND ONSITE STREET GRADING AND PUBLIC UTILITIES SEE 6242 -G & CS -327. FOR RECRETATION TRAIL SEE 6242 -G. t CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. PRECISE GRADING PLANS FOR: CITY OF ENCIlVHAS TRACT 89 -031 6857 -G LOTS 23 & 24, MAP NO. 14032 TM 89 -031 \ 12 -056 ADR \ 15 -251 DR ISHEET 28 OF 31 m DESIGNED BY I DRAWN BY I CHECKED BY n A R ®VAT O " AL S TGL TGL JAL PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROV DATE: G6•Zo./7 BY:-- STEVEN NOWAK Y: _ 4 DATE _ _ R.C.E. N0. 80356 __ A K BELOCK T LER G. LAWSON EXP. 12 -31 -18 DATE: DATE: 10.19/ -17 / t t j / t j / f t J r 4 0 �O1sFO t •tS a%„ AG O 0,9 9� \9 CAF J �t / I o'G �L �q os 2c 6 r. I© GRAPHIC SCALE 1"=20' • • A• •• DRIVEWAY NOTES: 1. ALL DRIVEWAYS SHALL BE CONCRETE (HEAVY BROOM BRUSHED) WHERE DRIVEWAYS CROSS RECREATIONAL TRAILS. 2. THE WIDTH OF ALL DRIVEWAYS SHALL BE A MINIMUM of 16' PAVED. 3. THE GRADE OF ALL DRIVEWAYS SHALL NOT EXCEED 20 %. NOTES: FOR EXACT LOT AND SUBDIVISION BOUNDARY DIMENSIONS, SEE SUBDIVISION MAP No. 14032. FOR OFFSITE AND ONSITE STREET GRADING AND PUBLIC UTILITIES SEE 6242 -G & CS -327. FOR RECRETATION TRAIL SEE 6242 -G. t CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. PRECISE GRADING PLANS FOR: CITY OF ENCIlVHAS TRACT 89 -031 6857 -G LOTS 23 & 24, MAP NO. 14032 TM 89 -031 \ 12 -056 ADR \ 15 -251 DR ISHEET 28 OF 31 m LOT NUMBER PERMITTED IMP. AREA (SF) TOTAL ALLOWABLE IMP. AREA (SF) AVALIABLE IMP. AREA REMAINING (SF) BAF SIZE (SF) ORIFICE SIZE (IN) 25 11,047 14,000 2,953 700 0.53 NOTES 1. REFER TO LANDSCAPE PLANS FOR COLOR MATERIAL, AND FINISH OF DRIVEWAYS, WALKWAYS HANDSCAPE AND TRAILS. 2. PER STANDARD CONDITIONS F5, ALL DRIVEWAY GRADES IN EXCESS OF 15% SHALL BE PCC WITH A DEEP BROOM FINISH PERPENDICULAR TO DIRECTION OF TRAVEL. 3. PAD ELEVATIONS AND ROUGH GRADES SHOWN HEREON WERE APPROVED BY PLANNING COMMISSION PER RESOLUTION NO PC 2016 -66. 4. SWAM OOC.] YUv- REC. ON `Z_ 5. SPECIAL INSPECTION OF ALL POST CONSTRUCTION BIORETENTION BASINS BY THE ENGINEER OF RECORD OR ANOTHER LICENSED CIVIL ENGINEER REQUIRED AT THE FOLLOWING STAGES. PROGRESS PICTURES OF BIORETENTION BASIN CONSTRUCTION SHALL BE TAKEN AND PROVIDED TO THE CITY AT THE FOLLOWING STAGES A. BASIN EXCAVATION B. PLACEMENT OF PERFORATED PIPE, RISER PIPE, OUTLET PIPE, HMP ORIFICE ETC. C. PLACEMENT OF GRAVEL LAYER D. PLACEMENT OF ENGINEERED SOIL LAYER E. FINAL BASIN GRADING F. FINAL COMPLETED BASIN WITH VEGETATION ESTABLISHED GRAPHIC SCALE I " =20' 0 20 40 60 EASEMENT NOTE'S LOT 33 RESERVED AS A PRIVATE ROAD AND PUBLIC UTILITY EASEMENT PER MAP 14032 PROPOSED PRIVATE DRAINAGE EASEMENT IN FAVOR OF HOMEOWNERS ASSOCIATION PER MAP 14032 EASEMENT FOR PUBLIC ROAD AND PUBLIC UTILITY PURPOSES IRREVOCABLY OFFERED TO THE CITY OF ENCINITAS PER MAP 14032 20' WIDE EASEMENT FOR RECREATIONAL TRAIL PURPOSES PER MAP 14032 a PUBLIC SEWER EASEMENT TO THE CARDIFF SANITATION DISTRICT PER MAP 14032 EASEMENT FOR INGRESS, EGRESS, AND PUBLIC UTILITY PURPOSES TO THE OLIVENHAIN MUNICIPAL WATER DISTRICT PER MAP 14032 F51 EASEMENT FOR BIOLOGICAL OPEN SPACE PER MAP 14032 ❑j EXISTING EASEMENT FOR WATER PIPELINE PURPOSES TO THE OLIVENHAIN MUNICIPAL WATER DISTRICT PER DOCUMENT RECORDED DECEMBER 7, 1982 AS FILE NO. 374421 OF OFFICIAL RECORDS ® EXISTING EASEMENT FOR WATER PIPELINE PURPOSES TO THE OLIVENHAIN MUNICIPAL WATER DISTRICT PER DOCUMENT RECORDED DECEMBER 7, 1982 AS FILE NO. 82- 374421 OF O.R. 14 EXISTING EASEMENT FOR POLE LINES AND UNDERGROUND CONDUITS TO SAN DIEGO GAS & ELECTRIC COMPANY PER DOCUMENT RECORDED FEBRUARY 11, 1954 IN BOOK 5138, PAGE 321 OF O.R. 2i 10' WIDE EASEMENT FOR RECREATIONAL TRAIL PURPOSES PER MAP 14032 PUBLIC SEWER EASEMENT OVER ALL OF LOT 33 TO THE CARDIFF SANITATION DISTRICT PER MAP 14032 23 15%20' WIDE ACCESS EASEMENT FOR INGRESS AND EGRESS TO SAN DIEGO GAS AND ELECTRIC COMPANY PER MAP 14032. 27 EXISTING EASEMENT FOR UNDERGROUND UTILITIES TO AIRTOUCH CELLULAR PER DOCUMENT RECORDED JANUARY 31, 1996 AS DOCUMENT NO. 1996 - 0049072 OF O.R. 10' WIDE EASEMENT FOR INGRESS AND EGRESS AND PUBLIC UTILITY PURPOSES TO THE OLIVENHAIN MUNICIPAL WATER DISTRICT DEDICATED PER MAP 14032 VAINJ TYLER G. LAWSON DATE R.C.E. NO. 80356 EXP. 12131118 REVISIONS APPROVED I DATE \ %6AIE 3 y vv .�pP > W 84� INS -T �B. 0� �� PVC WATER MAIN 6 A tSI1Y MIS`\ A0 0 )'EA 42 CL -150 62 8 - i � NSA ptEO NS _ . ` u � � all G E `PLAN ROAD PER PUBLIC PER VC -150 6242-G PUBLIC S FS X 3.4 - ..__ rJ r_ r i` `` \ FS 833,6 6 AC & ~ V v_, . m I - - _ BASE -__ / FS � 3 v�A ^ r r ^ r I \4 Y i �r-Z1 rr r r r r / t � / r / / r i r 2 r r r r % / r r r , W e r r i ! H N .dRi'." _ Oy1 O r ' I� N r :' Z Lli LL i -0V 1-4 23— 1n 01n _ ..� {{�.� .__ - -- __. I __p. �- -- l - J �3- RI H H /(;-, t APN >J 2N 2 - -; -3 __ - -- -..._ — O 3 W - �` l� R c*1 .. f.. _ / �t .._ - V V Q N - ><¢ - ¢ 3 O H brLu RI N ~ / / R '� , �" � (.�� .•yti, \ .-i �.-i RIO --�. - - -- -- VO�""�p� % W 2X❑ (UO W r OIL v OJ co Q O Q Q c� W C� 2 ' V1 2 11 II '' -3. 3 --�- - J W Q Q F_ H V Q r - __- __ . - _. - x m � - _ H ti � W 2 R J 2 JOOg A i�-�" f W ._ J Z ¢ -E-''� s,.1^ --' - �_ _ �� O 21 Ill ,- i / �H_._..- - r ZQ a - / w a , / W 2C rJ LLI x ^ r -- r H Lu DRIVEWAY NOTES: uj 1. ALL DRIVEWAYS SHALL BE CONCRETE (HEAVY BROOM BRUSHED) WHERE DRIVEWAYS CROSS RECREATIONAL TRAILS. 2. THE WIDTH OF ALL DRIVEWAYS SHALL BE A MINIMUM OF 16' PAVED. 3. THE GRADE OF ALL DRIVEWAYS SHALL NOT EXCEED 20 %. NOTES: FOR EXACT LOT AND SUBDIVISION BOUNDARY DIMENSIONS, SEE SUBDIVISION MAP No. 14032. FOR OFFSITE AND ONSITE STREET GRADING AND PUBLIC UTILITIES SEE 6242 -G & CS -327. FOR RECRETATION TRAIL SEE 6242 -G. PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 858.259.8212 1 £a 858.259.4812 1 plsaengineering.com REFERENCES DATE BENCEjyfARK SCALE BUILT OEBI GL BY DRAWN BY - _ -- CHECKED BY APPROVALS CITY Ole ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. TGL TGL JAL - - - COUNTY BENCH MARK H -0028 PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVE PRECISE GRADING PLANS FOR: 1.1 MI. S.W. HODGES DAM, 15' N'LY OF HORIZONAL _ 1"=20' ' 685'7 G CIL HWY. BENEATH CONC. FLUME CENTER, - - - - - -- DATE: i'!3 -_ BY: By; I TL Y OFENCEVITAS TRA 'T 911 - - - -- - - T HOWL. CONC. CULVERT, STD. TAB M'KD TYLER G. LAWSON DATE_ _ R.C.E. N0. 80356 LOT 25 MAP NO 14032 - -_ 1938 -H28 -148. VERTICAL N/A R.C.E. NO. 80356 -12-31-18- STEVEN NOWAK, PE /AO T J. ZAINO, PE - EXP. 12/31/18 ER G. LAWSON EXP. - - - -- - ELEV.= 148.221, A.M.S.L. NGV029 - -- -- DATE: _ DATE: TM 89 -031 \ 12 -056 ADR \ 15 -251 DR ISHEET 29 OF 31 Wed, Jun 7,2017 PLSA 1('OBCONSTRUCTION EASEMENT NOTES LOT 33 RESERVED AS A PRIVATE ROAD AND PUBLIC UTILITY EASEMENT PER MAP 14032 PROPOSED PRIVATE DRAINAGE EASEMENT IN FAVOR OF HOMEOWNERS ASSOCIATION PER MAP 14032 EASEMENT FOR PUBLIC ROAD AND PUBLIC UTILITY PURPOSES IRREVOCABLY OFFERED TO THE CITY OF ENCINITAS PER MAP 14032 a 20' WIDE EASEMENT FOR RECREATIONAL TRAIL PURPOSES PER MAP 14032 PUBLIC SEWER EASEMENT TO TIE CARDIFF SANITATION DISTRICT PER MAP 14032 ❑4 EASEMENT FOR INGRESS, EGRESS AND PUBLIC UTILITY PURPOSES TO THE OLIVENHAIN MUNICIPAL WATER DISTRICT PER MAP 14032 ❑5 EASEMENT FOR BIOLOGICAL OPEN SPACE PER MAP 14032 ❑j EXISTING EASEMENT FOR WATER PIPELINE PURPOSES TO THE OLIVENHAIN MUNICIPAL WATER DISTRICT PER DOCUMENT RECORDED DECEMBER 7, 1982 AS FILE NO. 374421 OF OFFICIAL RECORDS ® EXISTING EASEMENT FOR WATER PIPELINE PURPOSES TO THE OLIVENHAIN MUNICIPAL WATER DISTRICT PER DOCUMENT RECORDED DECEMBER 7, 1982 AS FILE NO. 82- 374421 OF O.R. 14 EXISTING EASEMENT FOR POLE LIDS AND UNDERGROUND CONDUITS TO SAN DIEGO GAS 6 ELECTRIC COMPANY PER DOCUMENT RECORDED FEBRUARY 11. 1954 IN BOOK 5138, PAGE 321 OF O.R. 21 10' WIDE EASEMENT FOR RECREATIONAL TRAIL PURPOSES PER MAP 14032 PUBLIC SEWER EASEMENT OVER ALL OF LOT 33 TO THE CARDIFF SANITATION DISTRICT PER MAP 14032 23 15120' WIDE ACCESS EASEMENT FOR INGRESS AND EGRESS TO SAN DIEGO GAS AND ELECTRIC COMPANY PER MAP 140.32. 27 EXISTING EASEMENT FOR UNDERGROUND UTILITIES TO AIRTOUCH CELLULAR PER DOCUMENT RECORDED JANUARY 31, 1996 AS DOCUMENT NO. 1996 - 0049072 OF O.R. ® 10' WIDE EASEMENT FOR INGRESS AND EGRESS AND PUBLIC UTILITY PURPOSES TO THE OLIVENHAIN MUNICIPAL WATER DISTRICT DEDICATED PER MAP 14032 i ! k!� GRAPHIC SCALE 1 " =20' 0 20 40 60 DRIVEWAY NOTES: 1. ALL DRIVEWAYS SHALL BE CONCRETE (HEAVY BROOM BRUSHED) WHERE DRIVEWAYS CROSS RECREATIONAL TRAILS. 2. THE WIDTH OF ALL DRIVEWAYS SHALL BE A MINIMUM OF 16' PAVED. 3. THE GRADE OF ALL DRIVEWAYS SHALL NOT EXCEED 20 %. NOTES: FOR EXACT LOT AND SUBDIVISION BOUNDARY DIMENSIONS, SEE SUBDIVISION MAP No. 14032. FOR OFFSITE AND ONSITE STREET GRADING AND PUBLIC UTILITIES SEE 6242 -G & CS -327. FOR RECRETATION TRAIL SEE 6242 -G. t i r ' i i i I i 1-4- f i 4 i t { LOT NUMBER PERMITTED TOTAL ALLOWABLE AVALIABLE IMP. BMP SIZE I ORIFICE REVISIONS IL. AREA (SF) IMP. AREA (SF) AREA REMAINING (SF) (SF) SIZE (IN) 26 8,901 12,000 3,099 600 0.53 ti {` -ji. i t 1 {, it t i It t i 1 SEE 815.5 A FL OP �r 1. REFER TO LANDSCAPE PLANS FOR COLA, MATERIAL, AND FINISH OF DRIVEWAYS, WALKWAYS, HARDSCAPE AND TRAILS. 2. PER STANDARD CONDITIONS F5, ALL DRIVEWAY GRADES IN EXCESS OF 15% SHALL BE PCC WITH A DEEP BROOM FINISH PERPENDICULAR TO DIRECTION OF TRAVEL. 3. PAD ELEVATIONS AND ROUGH GRADES SHOWN HEREON WERE APPROVED BY PLANNING COMMISSION PER RESOLUTION NO PC 2016 -66. 4. STORM _ W E DOC. R REC. 11 _ 5. SPECIAL INSPECTION OF ALL POST CONSTRUCTION BIORETENTION BASINS BY THE ENGINEER OF RECORD OR ANOTHER LICENSED CIVIL ENGINEER REQUIRED AT THE FOLLOWING STAGES. PROGRESS PICTURES OF BIORETENTION BASIN CONSTRUCTION SHALL BE TAKEN AND PROVIDED TO THE CITY AT THE FOLLOWING STAGES' A. BASIN EXCAVATION B. PLACEMENT OF PERFORATED PIPE, RISER PIPE, OUTLET PIPE, HL ORIFICE, ETC. C. PLACEMENT OF GRAVEL LAYER D. PLACEMENT OF ENGINEERED SOIL LAYER E. FINAL BASIN GRADING F. FINAL COLLETED BASIN WITH VEGETATION ESTABLISHED 3I 9pp "J / FA�F �_ 1.8• TYLER G. L DATE R.C.E. NO. 80356 80356 NEW SHEET EXP. 12131118 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCAM AS BUILT DESIGNED BY DRAWN cHEJAL BY A"ROVAM CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. TCL TGLBY ADD NEW SHEET _REVISE -_ _ $ _ lU --[ __ __- -_ -- __— _— _ _ COUNTY BENCH MARK H -0028 1.1 MI. S.W. HODGES DAM, 15' N'LY OF C/L HWY. BENEATH CONC. FLUME CENTER HDWL. CONC. CULVERT, STD. TAB M KD 1938 -H28 -148. ELEV.= 148.221, A.M.S.L. NGV029 HORIZONAL 1 " -20' VERTICAL �A - ---- -. - - -- - -_.- _._ TYLER G. LAWSON DATE R.C.E. N0. 80356 EXP. 12/31/18 PLANS PREPARED UNDER THE SUPERVISION OF DATE: /op.14 �% R.C. E. NO._ 80356___ - -- aLEe G. LAWSON EXP. 12 -31 -18 - - — -- RECOMMENDED APPROV BY: BY: STEVEN NOWAK cp�FRANK BELOCK DATE: DATE: LO-4 i-Y-/ 7� PRECISE GRADING PLANS FOR: �r�+� �+ �+ �`1T7��►/'+ �r TRACT �`1 p(� ®l' 1iN1..11r11 A�,7 lltt`�l�T v7 -031 LOT 26 MAP NO. 14032 , TM 89 -031 \ 12 -056 ADR \ 15 -251 DR Q �% U S / G TOTAL SHT NUMBER - -- - - ____ -__ -_ __ SHEET 30 OF 31 I Ir \ EASEMENT NOTES DRIVEWAYNOTES: x� � 20' WIDE EASEMENT FOR RECREATIONAL TRAIL PURPOSES PER MAP 14032 PUBLIC SEWER EASEMENT TO THE CARDIFF SANITATION DISTRICT PER MAP 14032 ❑4 EASEMENT FOR INGRESS, EGRESS AND PUBLIC UTILITY PURPOSES TO THE OLIVENHAIN MUNICIPAL WATER DISTRICT PER MAP 14032 ❑ EASEMENT FOR BIOLOGICAL OPEN SPACE PER MAP 14032 LOT NUMBER LOT 33 RESERVED AS A PRIVATE ROAD AND PUBLIC UTILITY EASEMENT 1. ALL DRIVEWAYS SHALL BE CONCRETE (HEAVY BROOM BRUSHED) WHERE BMP SIZE (SF) PER MAP 14032 DRIVEWAYS CROSS RECREATIONAL TRAILS. B PROPOSED PRIVATE DRAINAGE EASEMENT IN FAVOR OF HOMEOWNER'S 2. THE WIDTH OF ALL DRIVEWAYS SHALL BE A MINIMUM OF 16' PAVED. 0.53 ASSOCIATION PER MAP 14032 3. THE GRADE OF ALL DRIVEWAYS SHALL NOT EXCEED 20 %. 3,467 EASEMENT FOR PUBLIC ROAD AND PUBLIC UTILITY PURPOSES 0.53 PLANS PREPARED IRREVOCABLY OFFERED TO THE CITY OF ENCINITAS PER MAP 14032 SUPERVISION OF RECOMMENDED 20' WIDE EASEMENT FOR RECREATIONAL TRAIL PURPOSES PER MAP 14032 PUBLIC SEWER EASEMENT TO THE CARDIFF SANITATION DISTRICT PER MAP 14032 ❑4 EASEMENT FOR INGRESS, EGRESS AND PUBLIC UTILITY PURPOSES TO THE OLIVENHAIN MUNICIPAL WATER DISTRICT PER MAP 14032 ❑ EASEMENT FOR BIOLOGICAL OPEN SPACE PER MAP 14032 LOT NUMBER PERMITTED IMP. AREA (SF) TOTAL ALLOWABLE IMP. AREA (SF) AVALIABLE IMP. AREA REMAINING (SF) BMP SIZE (SF) ORIFICE SIZE (IN) 27 9,948 12,000 2,052 600 0.53 28 8,533 12,000 3,467 600 0.53 Zpn 1 f T — •N r nom° EXISTING EASEMENT FOR WATER PIPELINE PURPOSES TO THE v N ul-' y' �' / i / OLIVENHAIN MUNICIPAL WATER DISTRICT PER DOCUMENT x H v r RECORDED DECEMBER 7, 1982 AS FILE NO. 374421 OF OFFICIAL a W -1 v"o < c" "0 RECORDS NOTES oZ pN `� Zo ro Nv o -A m�� op� x i g3.1 )� r 's r ® EXISTING EASEMENT FOR WATER PIPELINE PURPOSES TO THE �� rn- pn Zw v p OLIVENHAIN MUNICIPAL WATER DISTRICT PER DOCUMENT RECORDED N 'p- p �� _u DECEMBER 7, 1962 AS FILE NO. 62- 374421 OF O.R. 1. REFER TO LANDSCAPE PLANS FOR COLOR MATERIAL, Q3 733 r < G)�N £ 9 ? AND FINISH OF DRIVEWAYS WALKWAYS, HARDSCAPE AND 14 EXISTING EASEMENT FOR POLE LINES AND UNDERGROUND CONDUITS TRAILS. r m9 p p ��` TO SAN DIEGO GAS & ELECTRIC COMPANY PER DOCUMENT RECORDED p-+Zv =�ra�o 0 2. PER STANDARD CONDITIONS F5, ALL DRIVEWAY GRADES ZGb"� C� �-•� - -��" <ZR'. �. _ >._ r.- r - ��.- 'ti.-� -R�� ' 1 t FEBRUARY 11, 1954 IN BOOK 5138, PAGE 321 OF O.R. U) - Z IN EXCESS OF 15% SHALL BE PCC WITH A DEEP BROOM FINISH Z PERPENDICULAR TO DIRECTION OF TRAVEL. cSa 21 10' WIDE EASEMENT FOR RECREATIONAL TRAIL PURPOSES PER MAP x a� ; t / 14032 cS v '' 3. PAD ELEVATIONS AND ROUGH GRADES SHOWN HEREON PUBLIC SEWER EASEMENT OVER ALL OF LOT 33 TO THE CARDIFF WERE APPROVED BY PLANNING COMMISSION PER m Zp o -+ n i" / / _ SANITATION DISTRICT PER MAP 14032 RESOLUTION NO PC 2016 -66. -1� c) \ 9� = ` f – �` — L 23 15%20' WIDE ACCESS EASEMENT FOR IMGRESS AND EGRESS TO SAN 4. STORM WATER MAINTENANCE AGREEMENT DOC. 2014_02b44q(p pv�� N Z r ' � �( DIEGO GAS AND ELECTRIC COMPANY PER MAP 14032. / - - -- Z mt+1 p REC. ON sfLJ� -- H EXISTING EASEMENT FOR UNDERGROUND UTILITIES TO AIRTOUCH Z - c c') �G 27 5. SPECIAL INSPECTION OF ALL POST CONSTRUCTION BIORETENTION `1 o c' i \ CELLULAR PER DOCUMENT RECORDED JANUARY 31, 1996 AS DOCUMENT m � H -I zv / FLA 8 BASINS BY THE ENGINEER OF RECORD OR ANOTHER LICENSED CIVIL 9Z o Z NO. 1996- 0049072 OF O.R. p Z p �j ENGINEER REQUIRED AT THE FOLLOWING STAGES, PROGRESS O Z 10 ® PURPOSES TO OLIVENHAIN �ISMUNICIPAOWATEA DISTRICT IC7 UTILITY AND PICTURES VIDEDBTO THE CITY BASIN STAGES. BE TAKEN myo N Z ?pv l / / / / �, // l J'•` / ( J 838.7 -�I DEDICATED PER MAP 14032 A. BASIN EXCAVATION r H2 i HOOI % Y TYLER G. LAWSON DATE R.C.E. NO. 80356 EXP. 12131118 REVISIONS APPROVED I DATE dull NFW St-IFFT• RFVTSF Lh.1 I IA.1.r GRAPHIC SCALE 1 " =20' UH7 OT l;H OT FPROVei c N.EW SKEET GLu TGL o �o 40 60 REFERENCES DATE BENCBA ARK SCALE AS BUILT — -- - -- --- - - - - -- - - - -- -- COUNTY BENCH MARK H -0028 1.1 MI. S.W. HODGES DAM, 15' N'LY OF HORIZONAL CIL HWY. BENEATH CONC. FLUME CENTER, 1_ " =20 ' _ _ HOWL. CONC. CULVERT, STD. TAB M'KD TYLER G. LAWSON 1938 —H28 -148. VERTICAL N1A R.C.E. NO. 80356 _ -- — - -- ELEV.= 148.221, A.M.S.L. NGVD29 EXP. 12131116 __- DATE &sU —j % BY: 'FRANK BELOCK CITY OF ENCI MHAS TRACT 89 -031 6857 -G DATE STEVEN NOWAK LOTS p MAP � - -- - - - -- R. C. E. N0. 80356 LOT►7 27 & 20 �YLf'iJ< N®, 14032 YLER G. LAWSON EXP. 12 -31 -18 - — DATE: __ DATE: 10' s;Ly0 TM 89 -031 \ 12 -056 ADR \ 15 -251 DR SHEET 31 OF 31 ULJi OT UH7 OT l;H OT FPROVei c CITY OF ENC=AS ENGINEERING DEPARTMENT GLu TGL TGL JAL JAL ` as a ` auv PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPR PRECISE GRADING PLANS FOR: __- DATE &sU —j % BY: 'FRANK BELOCK CITY OF ENCI MHAS TRACT 89 -031 6857 -G DATE STEVEN NOWAK LOTS p MAP � - -- - - - -- R. C. E. N0. 80356 LOT►7 27 & 20 �YLf'iJ< N®, 14032 YLER G. LAWSON EXP. 12 -31 -18 - — DATE: __ DATE: 10' s;Ly0 TM 89 -031 \ 12 -056 ADR \ 15 -251 DR SHEET 31 OF 31