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2019-14383 G (Plans)LEGEND SYMBOL SUBDIVISION BOUNDARY DIFUSSER EASEMENT LINE FG 9gSOR TO BMP EXIS71NG CONTOUR c7 EXI57ING ELEVA17ON FG 99 96 BMP 4" PERF. PVC NEW CONTOUR - 136 NEW ELEVA71ON 13d50 DRAINAGE SWALE TW 108.7 DIRECTION OF FLOW GRADING PLAN FORT -n 2381 MANCHESTER PAVE. APN 261 -091 -14 PLANNING CASE NOi 2908/2909/2910 -2019 DR /CDP DAYUGHT LINE z CONCRETE HARDSCAPE ,:_:. CONC. PATIO 4.0 IN. THICK CONC. ^ °' :• CONC. DRIVEWAY 5.5 IN. THICK CONC. CONCRETE MASONRY RETAINING WALL z PRIVATE STORM DRAIN PIPE -SD- SD- PRIVATE STORM DRAIN CATCH BASIN - SD- airIF -SD- Be BMP AREA NOT 70 BE MOOIRED THICK CONIC. n 0 u WITHOUT CITY PERMISSION - H F. 96,39 OVER HEAD POWER LINES OHP OHP ROOF DOWN DRAIN: • D.D. COBBLESTONE DISIPATER PER PLAN: f'.G.94.90 GRAVITY STORM DRAIN TO STREET IE OUT GRAVITY STORM DRAIN TO SUMP/PUMP 1 S9 sew SPECIAL NOTES: 10 SAN DIEGUITO WATER DISTRICT TO ABANDON EX. 5/8 " WATER METER. SDWD TO CHANGE OUT 5/8" W.M. TO NEW 3 /4 "- &ESIDENDIAL DUAL WATER METER WITH FIRE SERVICE PER WAS WS -09 AT OWWNERS EXPENSE. 1.A. SAN DIEGUITO WATER DISTRICT TO INSTALL NEW 1" SERVICE LINE AND NEW 3/4" RESIDENDIAL DUAL WATER METER WITH FIRE SERVICE PER WAS WS -09 AT OWWNERS EXPENSE. 20 EXTERIOR CONCRETE SLABS ON GRADE SHALL BE 4" THICK OVER 4" CLEAN SAND. REINFORCED WITH N0. 3 BARS ®18 O.C. BOTH WAYS ®MID POINT OF SLAB. USE 520 -2500 CONC. CONCRETE JOINTS AND PAVERS PER ARCHITECT PLAN. 3] OWNER /CONTRACTOR IS RESPONSIBLE IN THE FIELD TO SHORE UP ALL EXISTING PROPERTY LINE RETAINING STRUCTURES AND INSURE INTEGRETY OF THE EXISTING ADJACENT FOUDATIONAL MATERIAL AND ADJACENT GRADES DURING THE OVEREXCAVATION AND RECOMPACTION PROCESS. OBTAIN RECOMMENDATIONS FROM GEOTECHNICAL PRIOR TO START OF CONSTRUCTION. ® BUILDING DOWN SPOUTS TO BE DIRECTED BY GRAVITY FLOW TO VEGETATED TREATMENT BMP BASINS PRIOR TO MERGING WITH PUBLIC STORM WATER F1 .0"j. STORM WATER RUNOFF FROM ROOF DOWNDRAIN FROM THE CENTER ROOF AREAS P -1 & P -3 TO BE TIED TO SUBGRADE DRAIN SYTEM BETWEEN THE BUILDINGS AND DIRCTED TO SUMP PUMP TOGETHER WITH RUNOFF IN LOWER PATIO. STORM WATER FROM SUMP PUMP SYSTEM DELIVERS STORM WATER UP TO THE BMP STORM WATER TREATMENT SURFACE. ALL STORM WATER RUNOFF FROM HARD SCAPE TO BE DIRECTED TO BMP TREATMENT AREA OR OTHER LANDSCAPED AREA PER PLAN, PRIOR TO OUTLET TO PUBLIC DRAINAGE FACILITIES. © SEWER LATERAL TO BE EXTENDED FROM NEW OR EXISTING CLEANOUT TO NEW RESIDENCE WITH 4" DIA PVC (SDR 35 MIN) AT 2% SLOPE WITH MIN. COVER OF 4.0' MIN, AT PROPERTY LINE, AS REQUIRED BY THE CITY OF ENCINITAS. ® PRIOR TO CONSTRUCTION, EXISTING ON SITE STRUCTURES, CONCRETE PAVEMENT, WALLS, PLANTER, LANDSCAPING AND ALL OTHER ITEMS LOCATED WITHIN THE LIMITS OF THE NEW DEVELOPMENT AS SHOWN HEREON SHALL BE DEMOLISHED AND REMOVED FROM SITE. CONTRACTER TO VERIFY SPECIFIC REMOVALS WITH THE OWNER. Q CONTRACTOR TO OBTAIN A DEMOLITION PERMIT FOR ALL STRUCTURES SHOWN HEREON TO BE DEMOLISHED. ® CONSTRUCT PCC DRIVEWAY MIN. 5 1/2" THICK ON 3" CLASS II BASE COMPACTED TO 90% MAX DRY DENSITY, ULESS OTHERWISE SPECIFIED BY SOILS ENGINEER BASED ON OBSERVATIONS IN THE FIELD. ® PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN A RIGHT OF WAY CONSTRUCTION PERMIT FOR ALL WORK TO BE PERFORMED IN THE PUBLIC RIGHT OF WAY. ® ALL UTILITIES TO THE SITE TO BE INSTALLED UNDERGROUND. [1 E1 REMOVE EXISTING A.C. ALLEY ALONG ENTIRE PROPERTY FRONTAGE. INSTALL FULL WIDTH ALLEY IMPROVEMENTS NEW 3' WIDE CONC. RIBBON GUTTER AND NEW ALLEY AC PAVING MIN 4" AC ON 6" AB A.C. PAVING SECTION COMPACTED TO 90% MAX. DRY DENSITY, PER TYPICAL ALLEY SECTION DETAIL SHT 3. E2 STORMDRAIN PIPE TO BE 4" PVC (SDR 35 MIN.) ® 1.0% MIN SLOPE OR 6" PVC (SDR 35 MIN.) ® 1.0% MIN SLOPE AS SPECIFIED ON PLAN. ©, NO GRADING SHALL OCCUR OUTSIDE THE LIMITS OF THE PROJECT SITE ® TEMPORARY BACK CUT SLOPES SHALL CONFORM TO RECOMMENDATIONS IN THE GEOTECHNICAL REPORT FOR THIS PROJECT, AND MEET CAL OSHA SAFETY STANDARDS. TEMPORARY SHORING SHALL BE LOCATED PER THIS PLAN AND DESIGNED TO MEET SPECIFICATIONS INCLUDED IN THE GEOTECNICAL REPORT FOR THIS PROJECT. 5 INSTALL 3" WIDE TRAFFIC RATED GRATE DRAIN BY NDS 16 ENHANCED PAVING FINISH COLOR AND 7EX77JRE PER ARCHITECT SPECIFICATIONS. THE STRUCTURAL SEC77ON AND PREPARA71ON OF SUB GRADE SHALL BE PER SOILS ENGENEERIN( RECOMENDA71ONS. l SAN DIEGUITO WATER DIS77?/CT TO INSTALL NEW WATER METER BOX AND ADJUST TO GRADE. N ❑.1 DESCRIPTI ❑N I APPROVED I DATE 106141 '04 r, m x ao 'mom a �I�70 m 1y -S c' 2 m e , V CO �n 99.3 25 1 AM"ADAVS EAR1HW QUANAIES FT = RN15H BOOR CUT 40 CY FG = HN91 GRADE RLL• 30 CY TW = TOP OF WALL ELEVA110N EXPORT 10 CY TG = TOP OF GRAZE R = Fi0R INE HP = H16H POINT CO = CLEANOUT OHP = EJS77NG ODERNEAD PO*W LINES NOTE ALL UTILITIES SURVING THIS SITE TO BE INSTALLED UNDERGROUND. Ch 00 1 0,5 G. 1 1.9� {' e m� Sar? s .u, " _ , t _ A FS r O FG 104.83 (E.G. 107.8) o No TW 108.5 co Z BW. 104.5 TG 98.35 `) 4 ) LT WELL rs Test 4 (� r4 .9V5922 °1E. ATE LT. 104. S_FS 1( FS 9.524 -., ` / NEW RESIDENCE= � `+, ,d' BASEMENT F.F. 9549 �. 't FS fOg 1_0% F 94 �O 1ST FL LEVEL FF 104 PAD 94.7 j FS 95 24 2381 MANCHESTER AVE E� TG 103.2 - T 6 IE 98.11 TG 99.2Q >� 94.24 �, 4 LT. WEL IE 98.20 - _m _ssy m 4 t ` 0 1 7 14 4 LT. WELL $4 GRIT' 103.5 TG 13 TG 99.20 l f FS 31 APR 1.0% ' FS 6.14 IE 98.103.1 It 98.20 y NEW RESIDENCE I A BASEMENT F. F. 96.39 I i . E` = > k F� 4 1ST FL LEVEL FF 105. 9 6 M FS PAD 95.6 „�_'� FS 106.27`' TW 101.60 FS - 614 S 101. N 1 .111 20 TT- FS 101.2 II FS 101.6 \ (105.7) M7'9 FS F65.1� 01_5 103.3) RE r O y Na I i Wtg�L ' TW 99.51 DIFUSSER m x FG 9gSOR TO BMP 4" PERF. PVC c7 FS 1 FG 99 96 BMP 4" PERF. PVC w;✓ X529:. s% I:�.�.:: INT, y TW 108.7 IE 96.88 GRADING PLAN FORT -n 2381 MANCHESTER PAVE. APN 261 -091 -14 PLANNING CASE NOi 2908/2909/2910 -2019 DR /CDP X 1OL z w. 108.0 � g•e 0 � � z 95.88 PATIO EX. AC 2.0 " 0 EX. AC 2•� LANDSCAPE THICK CONIC. n 0 u N4 - H F. 96,39 < Wtg�L ' TW 99.51 DIFUSSER p T TW 100.45 FG 9gSOR TO BMP 4" PERF. PVC c7 FS 1 FG 99 96 BMP 4" PERF. PVC RESIDENCE X529:. s% I:�.�.:: INT, .5C TG 100.29 IE 96.88 GRADING PLAN FORT -n 2381 MANCHESTER PAVE. APN 261 -091 -14 PLANNING CASE NOi 2908/2909/2910 -2019 DR /CDP X 1OL BOTTOM S F. 4 X11 � � h, � g•e 95.02 PATIO PATIO � � z 95.88 PATIO EX. AC 2.0 " LANDSCAPE ,0 IN. THICK CONIC. EX. AC 2•� LANDSCAPE THICK CONIC. n 0 u ;r - TG 95.90 96,39 TREATED S.W. IE OUT < f'.G.94.90 5 IE OUT v F.G.95.80 95.87 SDRSD ()) 6-27 { iv LOWE R PATIO S.W. SUMP 92.73 SDRSD () 3 (2) D -27 LOWER PATIO S.W. S B - (2) 3" PVC OUT 5.5' 5.3' 5.9 N. UNIT PUMP SYSTEM PVC OUT 5.5 5.3 5.9 S. UNIT PUMP SYSTEM �a I.iN� BMP PLANTER )f: 1M A.E REM BIO RETENTION DETAIL m WALL SUBDRAIN TO SW SUM 6 ( TO SW SUM INSTALL 6" CURB & GUTTER PER SDRSD G -2 ox d 0 D ` i > I WfWA FULL PROPERTY FRONTAGE. MATCH EXISTING. SECTION A -A oo t16 LEGEND SIREETIMPROVEMENIS SYMBOL pp Z m 1 j� FG 105.81 J (E.G. 108.8) NOTE: SEE SHEET 3 DRAINAGE SCHEMATIC FOR INVERT ELEVATION (IE) CALL OUTS FOR ALL STORMDRAIN INLETS AND STORM DRAIN CONNECTION POINTS. DIFV P OUTLET TW 99.51 DIFUSSER p T TW 100.45 FG 9gSOR TO BMP 4" PERF. PVC ':ESIDENCE DRAWING NO. FG 99 96 BMP 4" PERF. PVC RESIDENCE TG 99-43 IE 96.02 INT, m x TG 100.29 IE 96.88 GRADING PLAN FORT -n 2381 MANCHESTER PAVE. APN 261 -091 -14 PLANNING CASE NOi 2908/2909/2910 -2019 DR /CDP F S. 9 6 60 BOTTOM S F. 4 00 F S. 97,46 BOTTOM F.S.96.14 95.02 PATIO PATIO r z 95.88 PATIO EX. AC 2.0 " LANDSCAPE ,0 IN. THICK CONIC. EX. AC 2•� LANDSCAPE THICK CONIC. n 0 TG 95.00 F.F.. 95.49 - TG 95.90 96,39 TREATED S.W. IE OUT < f'.G.94.90 TREATED S.W. IE OUT F.G.95.80 95.87 SDRSD ()) 6-27 { iv LOWE R PATIO S.W. SUMP 92.73 SDRSD () 3 (2) D -27 LOWER PATIO S.W. S B - (2) 3" PVC OUT 5.5' 5.3' 5.9 N. UNIT PUMP SYSTEM PVC OUT 5.5 5.3 5.9 S. UNIT PUMP SYSTEM BMP PLANTER BMP PLANTER LL: a BIO RETENTION DETAIL L,: a: BIO RETENTION DETAIL WALL SUBDRAIN TO SW SUM WALL SUBDRAIN TO SW SUM INSTALL 6" CURB & GUTTER PER SDRSD G -2 INSTALL 6" CURB & GUTTER PER SDRSD G -2 FULL PROPERTY FRONTAGE. MATCH EXISTING. FULL PROPERTY FRONTAGE. MATCH EXISTING. SECTION A -A SECTION B -B LEGEND SIREETIMPROVEMENIS SYMBOL 1p � 1500' I ?.50' 1 7.50' m� �I r O y tv O 0' 10' 20' 30' SCALE. • I"= 10' TRAFFIC RATED COVER TOP EL 95.1 _ GRADE _\ - SUMP /PUMP1 � /��j��j\ PVC IE INTO MP SURFACE SUMP1 RATION JT QQ MP PER PLAN \ O y N PRESSURE SUMP L40UTLET TO BMP I EL 95.24 ��-� \ /�" \Z' � 1.15' 4" PVC �--IE IN 93.95 S.W. BASIN F -3, HYDRO BASIN P -101 IN TO SUMP PUMP FROM CENTER ROOF AREA ONLY & SURFACE BETWEEN THE 2 UNITS AND LOWER BASEMENT PATIO AREA BOT. EL. 91.1 2 PUMP SYSTEM, 1/ 2 Q -00 EA. STORM WATER TO SUMP Q100= 0.36 CPS ELEVATION DIFFERENTIALD H = 99.10- 91.10= 10 8.0 SUMP RECEIVES ONLY W47ER FROM BASIN P -101, ALL HARDSCAPE FROM SAID BASN IS PUMP NORTH AND SUP UNITT DDESIGN SPEC. nts TRAFFIC RATED COVER TOP EL 96.00 GRADE P1 \� / \ \// PTV- ACE C IE INTO \ SUMP1 PER PLAN EL 96.14 PATIO 1.5' 4" PVC \ �-IE IN 94.85 S.W. BASIN F -3, HYDRO BASIN P -101 IN TO SUMP PUMP FROM CENTER ROOF AREA ONLY & SURFACE BETWEEN THE 2 UNITS AND LOWER BASEMENT PATIO AREA BOT. EL. 92.00 2 PUMP SYSTEM, t/ 2 Q100 EA. STORM WATER TO SUMP Q100= 0.36 CPS ELEVATION DIFFERENTIAL AH = 99.96- 92.00= 7.96' SUMP RECEIVES ONLY WATER FROM BASIN P -101, ALL HARDSCAPE FROM SAID BASIN IS DIRECTETED TO SUMP AND AND U77MA7ELY TO BMP TREATMENT SURFACE. SUMP PUMP SOUTH UNIT DESIGN SPEC. nts STREET IMPROVEMENTS SPECIAL NOTES: (5� CONTRCTOR TO VERIFY EXISTING WATER LATERAL CONNECTION IN THE ALLEY IS SUBDIW,90N BOUNDARY (1� OWNER /CONTRACTOR IS RESPONSIBLE IN THE FIELD TO PROTECT AND SHORE UP �UNCIONAL 1 IN. SERVICE LINE PRIOR TO CONEC11ON OR CONTACT SDWD FOR INSTALLATION OF NEW SERVICE TO BE I EASEMENT UNE LL EXISTING IMPROVEMENTS DURRING THE EXCAVATION AND RECOMPACTION PROCESS NSTALLED AT OWNERS EXPENCE. f EXISTING CONTOUR EXISTING ELEVATION DIRECTION OF FLOW SAWCUT LINE AREA OF A.C. PAVEMENT OVERLAY. MEMO BENCHMARK AS -BUILT APPROVALS DE57R/PIXM! 25' BRASS D9' PT, N0, 1041 LOCATIGW.• 17E EAST SIDEOFNORIHBOUND HjwwAY 101 SENI ❑R ENGINEER DATE UBLIC WOR .0.5 BOLES NORTH OF CIffSTERFIELD PLANNING RECORD fRDll ENCINITAS CONTROL STAPOW ENC-41 CITY ENGINEER DATE REVIEWER ELEVAI7D4.• 71.463 M,SL DAII/M. N.GV,D. 1929 fEET i� 1 OBTAIN RECOMMENDATIONS FROM GEOTECHNICAL PRIOR TO START OF CONSTRUCTION. O 6 PRIOR TO ANY WORK IN THE PUBLIC RIGHT OF WAY, CONTRACTOR IS RESPONSIBLE � TO OBTAIN AN APPROVED TRAFFIC CONTROL PLAN FROM THE CITY OF ENCINITAS _ ® PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN A RIGHT OF WAY tS CONSTRUCTION PERMIT FOR ALL WORK TO BE PERFORMED IN THE PUBLIC RIGHT OF ENGINEERING DEPARTMENT. �} y WAY. 07 NEW CURB AND GUTTER PER SDRSD G -2, MATCHING THE EXISTING NORTH AND C � I- ► 190 j 3Q PROVIDE 4 WIDE A.C. PROPERTY GRIND AND OVERLAY ALONG THE ENTIRE LENGTH OF THE SOUTH AND 4 FEET WIDE GRIND AND OVERLAY TO BE CONSTRUCTED ALONG THE MANCHESTER PAVE. PROPERTY FRONTAGE. PROPERTY FRONTAGE ON MANCHESTER AVE. ® CONSTRUCT NEW SEWER LATERAL (2 EA.)PER CITY STANDARDS. EXISTING SEWER ® EXISTING ALLEY TO BE IMPROVED TO PUBLIC STANDARDS WITH FULL WIDTH, s $ EDU S AND WATER METER CREDITS TO BE REASSIGNED TO 1 RESIDENTIAL UNIT. ASPHALT PAVING WITH A 3' WIDE CONCRETE RIBBON GUTTER DOWN THE CENTER' - S p CONTRACTOR IS RESPONSIBLE TO LOCATE EX. LATERAL IN THE FOLD. AND TO VERIFY ALONG THE ENTIRE PROPERT FRONTAGE. CONSTRUCT PER ALLEY TYPICAL SECTION TIE IN ELEVATIONS IN THE FIELD PRIOR TO START OF WORK. TRENCH REPAIR WITHIN IN DETAIL SHEET 3. gam" THE CITY OF ENCINITAS TRAVEL WAY TO BE PER CITY STANDARDS TO THE ORI SATISFACTION OF THE CITY ENGINEER. C D I DRAWN BYE - ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. A IRYi GAC I GAC = INT, m x PLANS PREPARED UNDER SUPERVISION OF DATE, 1 -20 -19 R.C.E. N❑. 6 GREGORY CAUDILL EXP., 12 -31 -20 REC MMEN ED: ❑V D a t� - -� J SSE ❑WENS EDWARD J. MER 3,��� CI Y EN I� R DATE DA IE I GRADING PLAN FORT -n 2381 MANCHESTER PAVE. APN 261 -091 -14 PLANNING CASE NOi 2908/2909/2910 -2019 DR /CDP X N¢ 00 r z 0 SHEET 2 OF 4 n z O n 0 - A { iv O y N PRESSURE SUMP L40UTLET TO BMP I EL 95.24 ��-� \ /�" \Z' � 1.15' 4" PVC �--IE IN 93.95 S.W. BASIN F -3, HYDRO BASIN P -101 IN TO SUMP PUMP FROM CENTER ROOF AREA ONLY & SURFACE BETWEEN THE 2 UNITS AND LOWER BASEMENT PATIO AREA BOT. EL. 91.1 2 PUMP SYSTEM, 1/ 2 Q -00 EA. STORM WATER TO SUMP Q100= 0.36 CPS ELEVATION DIFFERENTIALD H = 99.10- 91.10= 10 8.0 SUMP RECEIVES ONLY W47ER FROM BASIN P -101, ALL HARDSCAPE FROM SAID BASN IS PUMP NORTH AND SUP UNITT DDESIGN SPEC. nts TRAFFIC RATED COVER TOP EL 96.00 GRADE P1 \� / \ \// PTV- ACE C IE INTO \ SUMP1 PER PLAN EL 96.14 PATIO 1.5' 4" PVC \ �-IE IN 94.85 S.W. BASIN F -3, HYDRO BASIN P -101 IN TO SUMP PUMP FROM CENTER ROOF AREA ONLY & SURFACE BETWEEN THE 2 UNITS AND LOWER BASEMENT PATIO AREA BOT. EL. 92.00 2 PUMP SYSTEM, t/ 2 Q100 EA. STORM WATER TO SUMP Q100= 0.36 CPS ELEVATION DIFFERENTIAL AH = 99.96- 92.00= 7.96' SUMP RECEIVES ONLY WATER FROM BASIN P -101, ALL HARDSCAPE FROM SAID BASIN IS DIRECTETED TO SUMP AND AND U77MA7ELY TO BMP TREATMENT SURFACE. SUMP PUMP SOUTH UNIT DESIGN SPEC. nts STREET IMPROVEMENTS SPECIAL NOTES: (5� CONTRCTOR TO VERIFY EXISTING WATER LATERAL CONNECTION IN THE ALLEY IS SUBDIW,90N BOUNDARY (1� OWNER /CONTRACTOR IS RESPONSIBLE IN THE FIELD TO PROTECT AND SHORE UP �UNCIONAL 1 IN. SERVICE LINE PRIOR TO CONEC11ON OR CONTACT SDWD FOR INSTALLATION OF NEW SERVICE TO BE I EASEMENT UNE LL EXISTING IMPROVEMENTS DURRING THE EXCAVATION AND RECOMPACTION PROCESS NSTALLED AT OWNERS EXPENCE. f EXISTING CONTOUR EXISTING ELEVATION DIRECTION OF FLOW SAWCUT LINE AREA OF A.C. PAVEMENT OVERLAY. MEMO BENCHMARK AS -BUILT APPROVALS DE57R/PIXM! 25' BRASS D9' PT, N0, 1041 LOCATIGW.• 17E EAST SIDEOFNORIHBOUND HjwwAY 101 SENI ❑R ENGINEER DATE UBLIC WOR .0.5 BOLES NORTH OF CIffSTERFIELD PLANNING RECORD fRDll ENCINITAS CONTROL STAPOW ENC-41 CITY ENGINEER DATE REVIEWER ELEVAI7D4.• 71.463 M,SL DAII/M. N.GV,D. 1929 fEET i� 1 OBTAIN RECOMMENDATIONS FROM GEOTECHNICAL PRIOR TO START OF CONSTRUCTION. O 6 PRIOR TO ANY WORK IN THE PUBLIC RIGHT OF WAY, CONTRACTOR IS RESPONSIBLE � TO OBTAIN AN APPROVED TRAFFIC CONTROL PLAN FROM THE CITY OF ENCINITAS _ ® PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN A RIGHT OF WAY tS CONSTRUCTION PERMIT FOR ALL WORK TO BE PERFORMED IN THE PUBLIC RIGHT OF ENGINEERING DEPARTMENT. �} y WAY. 07 NEW CURB AND GUTTER PER SDRSD G -2, MATCHING THE EXISTING NORTH AND C � I- ► 190 j 3Q PROVIDE 4 WIDE A.C. PROPERTY GRIND AND OVERLAY ALONG THE ENTIRE LENGTH OF THE SOUTH AND 4 FEET WIDE GRIND AND OVERLAY TO BE CONSTRUCTED ALONG THE MANCHESTER PAVE. PROPERTY FRONTAGE. PROPERTY FRONTAGE ON MANCHESTER AVE. ® CONSTRUCT NEW SEWER LATERAL (2 EA.)PER CITY STANDARDS. EXISTING SEWER ® EXISTING ALLEY TO BE IMPROVED TO PUBLIC STANDARDS WITH FULL WIDTH, s $ EDU S AND WATER METER CREDITS TO BE REASSIGNED TO 1 RESIDENTIAL UNIT. ASPHALT PAVING WITH A 3' WIDE CONCRETE RIBBON GUTTER DOWN THE CENTER' - S p CONTRACTOR IS RESPONSIBLE TO LOCATE EX. LATERAL IN THE FOLD. AND TO VERIFY ALONG THE ENTIRE PROPERT FRONTAGE. CONSTRUCT PER ALLEY TYPICAL SECTION TIE IN ELEVATIONS IN THE FIELD PRIOR TO START OF WORK. TRENCH REPAIR WITHIN IN DETAIL SHEET 3. gam" THE CITY OF ENCINITAS TRAVEL WAY TO BE PER CITY STANDARDS TO THE ORI SATISFACTION OF THE CITY ENGINEER. C DESIGNED I DRAWN BYE I CHECKED BY, ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. IRYi GAC I GAC I GAC INT, DATE PLANS PREPARED UNDER SUPERVISION OF DATE, 1 -20 -19 R.C.E. N❑. 6 GREGORY CAUDILL EXP., 12 -31 -20 REC MMEN ED: ❑V D a t� - -� J SSE ❑WENS EDWARD J. MER 3,��� CI Y EN I� R DATE DA IE I GRADING PLAN FORT -n 2381 MANCHESTER PAVE. APN 261 -091 -14 PLANNING CASE NOi 2908/2909/2910 -2019 DR /CDP 14383 -G N¢ SHEET 2 OF 4 6 -27 -19 REV., 8- 30 -19, REV 2 -5 -20, 2 -19 -20 BIO- RETENTION DETAIL NTS DEEP ROOTED, DENSE, DROUGHT AtA TOLERANT PLANTING SUITABLE RETENTION AREA SHALL BE FOR WELL DRAINED SOIL LEVEL AND DEPRESSED A\ I 1� APPROVED -3' 3'RHARDWO❑D MULCH ATE INLET MINIMUM OF 6' FROM THE SURROUNDING GRADE 8 -12' PVC PIPE RISER 12' MIN, )KIK SEE NOTE' BELOW 24' MIN. ENGINEERED S ❑IL wSEE NOTES BELOW, "ENGINEERED SOIL" USE BIO -65 MIX •2 -3' OF 3/8' GRAVEL - 2 -3' COVER OVER PIPE •3/4' CRUSHED ROCK MODIFIED WITHOUT A PERMIT FROM THE CITY. TOTAL bNPfRNOUS (NARDSCAPE) 1RE41MENT AREA: .04 X 1809 9 - 72.36 SF. SIZE DETENTION BASIN: 4.65X15.6 =72.4 SF " GRAVEL 1' vl �, 12 "x12" COBLE STONE DISIPATER 1 NOTE: CONSTRUCTION TO MATCH EXISTING CURB BOTH NORTH AND SOUTH OF PL DDnocDTV GRAVITY STORM DRAIN TO STREET GRAVITY STORM DRAIN TO SUMP /PUMP 1 ROOF DOWNDRAIN NORTH UNIT BASIN P-1 BASIN AREA TRIBUTARY TO STORM WATER SUMP /PUMP a SOUTH UNIT BASIN P-3 DRAINAGE SCHEMATIC DETAIL SCALE: 1 " =10' N❑. DESCRIPTI ❑N APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESC 17aV.,• 25' BRASS DISK, PT. N0. 1041 LOCAROIV.• RTE EAST SVVE OF NORINBOUND IMWAY 101 DUBLIC WORK 45 MILES NORW pr allTMEED ENGINEER DATE PLANNING RECOK'D FRONT.• EN(WMS CONTROL STARAV ENG-41 ER BfMllQ4. 71.463 M.SL DAIUY.•• N.aVD. 1929 FEET REVIEW -- ENGINEER DATE .,... REVIEWER TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, CURRENT EDITION TYPICAL SECTION CURB REPLACEMENT NOT TO SCALE PERFORATED PVC PIPE DRAINS TO MANCHESTER AVE. "H" TIE 4' PERFORATED PVC *PLACE PIPE WITH PERFORATIONS x M PIPE INTO RISER AT THE INVERT* BOTTOM PIPE* BEAM M SPACING TIE 4 -6' PVC PIPE T❑ S -1 THRU S -6 S -12 S -13 S -24 �N W16 -26 STORM WATER STORMDRAIN OUTLET SYSTEM 8' EtQ S -7 THRU S -9 10.5' W16 -36 P� WBIORETENTI❑N 'ENGINEERED SOIL' USE BIO -65 MIX PER CITY OF ENCINITAS S -11 ENGINEERING SPECIFICATIONS., sib S -14 THRU S -20 44 5 ww3/4' CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12' BUT MAY BE S -101 S -21- S -23 d DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE IM' 8' BASIN. ,. 1.5' BMP'S ARE TO BE PRIVATLY MAINTAINED AND THE FACILITIES NOT TO BE 4" DIA COBLESTONE MODIFIED WITHOUT A PERMIT FROM THE CITY. TOTAL bNPfRNOUS (NARDSCAPE) 1RE41MENT AREA: .04 X 1809 9 - 72.36 SF. SIZE DETENTION BASIN: 4.65X15.6 =72.4 SF " GRAVEL 1' vl �, 12 "x12" COBLE STONE DISIPATER 1 NOTE: CONSTRUCTION TO MATCH EXISTING CURB BOTH NORTH AND SOUTH OF PL DDnocDTV GRAVITY STORM DRAIN TO STREET GRAVITY STORM DRAIN TO SUMP /PUMP 1 ROOF DOWNDRAIN NORTH UNIT BASIN P-1 BASIN AREA TRIBUTARY TO STORM WATER SUMP /PUMP a SOUTH UNIT BASIN P-3 DRAINAGE SCHEMATIC DETAIL SCALE: 1 " =10' N❑. DESCRIPTI ❑N APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESC 17aV.,• 25' BRASS DISK, PT. N0. 1041 LOCAROIV.• RTE EAST SVVE OF NORINBOUND IMWAY 101 DUBLIC WORK 45 MILES NORW pr allTMEED ENGINEER DATE PLANNING RECOK'D FRONT.• EN(WMS CONTROL STARAV ENG-41 ER BfMllQ4. 71.463 M.SL DAIUY.•• N.aVD. 1929 FEET REVIEW -- ENGINEER DATE .,... REVIEWER TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, CURRENT EDITION TYPICAL SECTION CURB REPLACEMENT NOT TO SCALE I PL SITE 1 7.51 VARIES 5.0% MAX t 15' 7.5' 3_ -3/8" VARIES 2% MIN of 4" A.0 OVER 6" CLASS II A.B. ' 6" THICK P.C.C. RIBBON GUTTER OVER 6" CLASS II A.B. NOTE: CONSTRUCTION MATERIALS SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC. WORKS CONSTRUCTION, CURRENT EDITION Fill TYPICAL SECTION ALLEY NOT TO SCALE SOLDIER BEAM SCHEDULE U r» "H" SOLDIER "d" x M m HEIGHT BEAM M SPACING THICKNESS S -1 THRU S -6 S -12 S -13 S -24 4 W16 -26 10.4' 8' M S -7 THRU S -9 10.5' W16 -36 IM 8' 3" S -11 sib S -14 THRU S -20 44 M S -101 S -21- S -23 d W18 -97 IM' I PL SITE 1 7.51 VARIES 5.0% MAX t 15' 7.5' 3_ -3/8" VARIES 2% MIN of 4" A.0 OVER 6" CLASS II A.B. ' 6" THICK P.C.C. RIBBON GUTTER OVER 6" CLASS II A.B. NOTE: CONSTRUCTION MATERIALS SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC. WORKS CONSTRUCTION, CURRENT EDITION Fill TYPICAL SECTION ALLEY NOT TO SCALE SOLDIER BEAM SCHEDULE U PILE NO. "H" SOLDIER "d" S. LAGGING m HEIGHT BEAM EMBEDMENT SPACING THICKNESS S -1 THRU S -6 S -12 S -13 S -24 8.5' W16 -26 10.4' 8' 3" S -7 THRU S -9 10.5' W16 -36 12.2' 8' 3" S -11 S -14 THRU S -20 S -101 S -21- S -23 12.5' 1 W18 -97 17.1' 8' 3" TEMPORARY SOLDIER BEAM SCHEDULE SCALE: 111 =20' 0 ti M 01 20' 40' 60' SCALE. I" = 20' 3" OR 4" THICK DOUGLAS FIR CONSTRUCTION GRADE TIMBER SEE SOLDIER BEAM SCHEDULE DETAIL C LOCATION LAGGING OPTION 2 PROPERTY LINE SOLDIER BEAM PER SCHEDULE LOCATION LAGGING OPTION 1 8' SPACING SEE SOLDIER BEAM SCHEDULE DETAIL C SHORING DESIGN REVIEWED AND APPROVED BY ESGIL CC❑RP. AS PLAN CHECK NO. 19 -2-v6o DA-Mb S6ITEMP.EZ 18/ Zok'k SPECIAL INSPECTION REPORT PREPARED BY SOLDIER BEAM PER SCHEDULE LAGGING OPTION 1 FRONT SOLDIER BI h U x I C7 W J x a II o x LAGGING OPTION 2 - BACK SOLDIER BEAM D 0 w_ U rn w w N SOLDIER BrAM PER SCHEDULE DREDGE LINE ri EX. GRADE . w I J I� w a w a 4' THICK DOUGLAS FIR CONSTRUCTION GRADE TIMBER I 3/8 " GAP DRAIN THROUGH WALL ONE BOARD HEIGHT WELL DRAINING PEA GRAVEL MIRADRAIN PERMEABLE FIBER 24" DIA 4 -SACK SLURRY STEEL SOLDIER BEAM PER PLAN Fy = 50 KSI 24" CAISSON R/ SOLDIER BEAM B NITS 24" DIA 4 -SACK SLURRY MIN. 3" LAGGING OVERLAP AT PILE DATED TEMPORARY SOLDIER BEAM WALL ON FILE WITH THE ENGINEERING DIVISION. A i UAU I UAL I UAL INT. DATE PLANS PREPARED UNDER SUPERVISI ❑N OF DATE, 1-20-19 R.C.E. N❑., 60957 GREGORY.CAUDILL EXP.l 12 -31 -20 PROPERTY LINE ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT EC MEND D: A ❑V D, GRADING PLAN F❑Ri JE SE ❑WENS EDWARD J MER 2381 MANCHESTER AVE. I- NR APN 261 - 091 -14 DATE' DA E PLANNING CASE N❑i 2908/2909/2910 -2019 DR /CDP 6 -27 -19 REV., 8- 30 -19, REV 2 -5 -20 Cl 5 fi 9� DRAWING NO. g& I tll �j 14383 -G I' iV SHEET 3 OF 4 U 2 uj I J Q u D m W W J 0 It w x U N w w BOTTOM CAISSON ri EX. GRADE . w I J I� w a w a 4' THICK DOUGLAS FIR CONSTRUCTION GRADE TIMBER I 3/8 " GAP DRAIN THROUGH WALL ONE BOARD HEIGHT WELL DRAINING PEA GRAVEL MIRADRAIN PERMEABLE FIBER 24" DIA 4 -SACK SLURRY STEEL SOLDIER BEAM PER PLAN Fy = 50 KSI 24" CAISSON R/ SOLDIER BEAM B NITS 24" DIA 4 -SACK SLURRY MIN. 3" LAGGING OVERLAP AT PILE DATED TEMPORARY SOLDIER BEAM WALL ON FILE WITH THE ENGINEERING DIVISION. A i UAU I UAL I UAL INT. DATE PLANS PREPARED UNDER SUPERVISI ❑N OF DATE, 1-20-19 R.C.E. N❑., 60957 GREGORY.CAUDILL EXP.l 12 -31 -20 PROPERTY LINE ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT EC MEND D: A ❑V D, GRADING PLAN F❑Ri JE SE ❑WENS EDWARD J MER 2381 MANCHESTER AVE. I- NR APN 261 - 091 -14 DATE' DA E PLANNING CASE N❑i 2908/2909/2910 -2019 DR /CDP 6 -27 -19 REV., 8- 30 -19, REV 2 -5 -20 Cl 5 fi 9� DRAWING NO. g& I tll �j 14383 -G I' iV SHEET 3 OF 4 LEGEND: :• ka_: EXISTING CONTOUR: _____.65 OVER HEAD POWER LINES: OHP BYR ROOF DOWN DRAIN: • D.D. BMP TREATMENT AREA: PROPOSED BUILDING COBBLESTONE DISIPATER PER PLAN: SILT FENCE SC -1 GRAVEL BAGS CD -38: INLET PROTECTION CD -38: UNLESS NOTED 07HERWISE, PRIVATE CATCH BASINS 70 BE 6" DIA. A7RIUM GRAZES BY 'NDS'LOCAIED IN PLANTED AREAS REFER TO LEGEND ON SHEET 1. PERMANENT POST- CONS7RUC710N BMP NOT 70 BE ALTERED WITHOUT CITY PERMIT EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT GEOFFREY ENG AT (760)- 230 -8462 ,24 HOURS A DAY. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK 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 IMMINENT. 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 ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES 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 PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED 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 END 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. flow Concentrated Rock filter(use if flow is concentrated) - - - - - - - - - - - - - - - - - - - Edge of A i --------- - - - - -� I sediment trap Drain inlet Sheet fly Geotextile X I X Blanket Silt fence Per SC -01 I L--------- - - - ---I I I I XjL-------------- - - - - -J X � XX XJ m to Plan 0 DI PROTECTION TYPE 2 4 NOT TO SCTCE-- Notes 1. For use in cleared and grubbed and in graded areas. 2. Shape basin so that longest inflow area faces longest length of trap. 3. For concentrated flows, shape basin in 2:1 ratio with length oriented towards direction of flow. 10410 10410 44 "S x� 7 -§W-R. §W-R. I I L- Stabilize area and grade uniformly around perimeter Geotextile Blanket I 1:1 slope 3 Min Drain inlet Note'' Remove sediment before reaching one -third full. Section A -A IE OUT 99.3 FS 100.5 TG 102.40 =.G. 101.9) E 99.34 100.61 iP31151 FS 101.2 TG 1 BASEMENT F.F. 96.39 FS 105.14 S/ � .12.®% ae� •. FS 104.6N,, 1U4 -I FS 101.6 IE 100.20 FS 101.5 (E.G. 103.3) E7TIFA STRENGTH FILTER fASRIC NEEDED WITHOUT WIRE MESH SUPPORI /_ /O _/ FABRIC ATTACH f-ILTER _ R TO Qi� III /111�II�IIIIO�III �IIIII �%� /1/ // •- rr•'rr.- r �'''� i�0o /�rjlj jOIIIIII "'- IIIIII���j10�jj10�jlllO�jllllllOpn jpIIIIIOIIi 4j1� III �j% III��jjII�jQO011llll���ll 'Illllllill Illllllll��jlllj j101� j11�j1�llllllll IIIIIIIIIIIIIIIIIIII FLOW IIIIIIIIII �P / SPACING WIRE SUPPORT i m) MAXIMUM SPACING WITHOUT WIRE SUPPORT Rock filter(use if flow 00.12 FS 105.29 (E.G. 107.8) 17.0,1110 C+r /~6 0' 10' 20' , 30' SCALE: 1" = 10' GRAVELBAGBARRIER NOTES: 1. Stack gravel bags in at least three vertical rows abutting . each other and in a staggered arrangement. 2. For each .additional vertical row, add an additional row to 4 inch PVC Pius the width. ® r. � III CROSS - SECTION -Woven fabric gravel bag filled with coarse gravel - Min. weight 88lbs. 4 inch PVC Pipe for drainage depending . on field conditions / --124 inch Min burybags FRONT VIEW GRAVEL BAG BARRIER NO] 10 �CAIF h.! .11i .I, 1/l. it 71 RANGE N❑, TG 105.09 S 108 g9 . IE 104.09 APPROVED DATE BENCHMARK AS -BUILT APPROVALS LtJ1l2NL.0 llKHWN BTl TE WELL L.S. 1 DRAWING NO. I GAC GAC DESPRLW. 25' BRASS 017 PT N0. 1041 LOCARON.• THE EAST SUE OFNORINBOUND HIGHWAY 101 INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE, 1 -20 -19 WW l� R.C.E. NO., 60952 GREGORY CAUDILL EXP., 12 -31 -20 FS 1.0% 1 �2 n II ;; 14383 -G .. 1 s•'.bRIVE4il!9 ";..<i. UBLIC WORK ,- ENGINEER DATE .0.5 N ES NWIH OF G�S0*11D PLANNING m 7 6Q 5�-2 9 4.2g II. RECORD FROM.• MUN/TAS CONTROL STAIIN ENC -41 EIEVAIIOW 71.46JM•SL DA1UM.'. N.aV.D. 1929 FEET REVIEWER ENGINEER DATE INSPECT ❑R jW SHEET 4 OF 4 6 -27 -19 REV,, 8- 30 -19, REV 2 -5 -20 Df5 GPR 1.0% D Ff `"DRWEWi4 �+ •' .`I: tT: ti' t -_ . ...9... :.:..•::: LL 107 S IE 104.999 fs L.S. G TEMPORARY SHMWG \ FS 105.1 TG 101.07 IE 100.57 LTG 105.0 FS 106.19 IE 100.38 (E.G. 108.8) 0' 10' 20' , 30' SCALE: 1" = 10' GRAVELBAGBARRIER NOTES: 1. Stack gravel bags in at least three vertical rows abutting . each other and in a staggered arrangement. 2. For each .additional vertical row, add an additional row to 4 inch PVC Pius the width. ® r. � III CROSS - SECTION -Woven fabric gravel bag filled with coarse gravel - Min. weight 88lbs. 4 inch PVC Pipe for drainage depending . on field conditions / --124 inch Min burybags FRONT VIEW GRAVEL BAG BARRIER NO] 10 �CAIF h.! .11i .I, 1/l. it 71 RANGE N❑, DESCRIPTI ❑N APPROVED DATE BENCHMARK AS -BUILT APPROVALS LtJ1l2NL.0 llKHWN BTl l Mtl KtL �sr, ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. I GAC GAC DESPRLW. 25' BRASS 017 PT N0. 1041 LOCARON.• THE EAST SUE OFNORINBOUND HIGHWAY 101 INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE, 1 -20 -19 WW l� R.C.E. NO., 60952 GREGORY CAUDILL EXP., 12 -31 -20 RE C M M E N EDI -4 ddl � � � J SE ❑WENS EDWARD J. IMMER CITY GI ER 50 Iry DAT DA GRADING PLAN F ❑RI 2381 MANCHESTER AVE. APN 261 - 091 -14 PLANNING CASE NO, 2908/2909/2910 -2019 DR /CDP 14383 -G UBLIC WORK ,- ENGINEER DATE .0.5 N ES NWIH OF G�S0*11D PLANNING RECORD FROM.• MUN/TAS CONTROL STAIIN ENC -41 EIEVAIIOW 71.46JM•SL DA1UM.'. N.aV.D. 1929 FEET REVIEWER ENGINEER DATE INSPECT ❑R SHEET 4 OF 4 6 -27 -19 REV,, 8- 30 -19, REV 2 -5 -20 61 O tl� w