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2016-13134 G (Plans)i IN all IN a a • ' • • r is r r r r Ift MA -. , • � 1 � � � 1 ♦ • A. r i ! ,. � •: r A. � a i r • i r l r S s • r s•e � r i•Ji • rs a r ! ♦ e • r • iei •. : .�� i a" 1. '}...i 1 :. !•.. ° #'i /" r} i♦ A r■r• a 1 i r •r } • s • ! r s • 1 •' saw a i e * r • r � •• r r� i } • � • i r } � w r • � } } • • s � , s • • • i • * ! r r • s r • 0 moo I 1 A /� • r 1� d � a •, • .r 1. • } � r • • • } r } ! , '•• °• i • i rte• �. � } .: s ♦. -:.�:i s r • � ♦ 4 i r !s •■ i t • } t } • i e • } r } e • s w fir, k } '". r•' i • } ' } ! '• k } e a t ! �e . 1 ! •• • • '• t a r 1 • , 1 s s# r a' • °i 1 / s r 1 • r, • • . . 1 •t •♦ •• r i• • . 1. r r }. , 1. i l .... � _ • r A ' 1 • � rr:} i e • ` •' ` d ' • ' ` • r w • • • e l • • s} •° a' a:i • s • •• � a i 1 • • ! } r ► i • r � d } s s r k A • r• r • 1 a r A 1 ,� • • mom all am a rte•. • • i•'1 • a a • . r k •r ice• • `, • �• � / ' • /' 1 0 % ! r r • k CHANGE NO.1 DESCRIPTION I APPROVED I DATE EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT KEVIN DUNN AT (949') 367-3254,24 HOURS A DAY MF i _ • ! d t • • . a 1 • .�li � a • k -`. • i t �: •i rl • • •� . L •' °•'t O -° 1. � � A • 1 e i• � ir• l i r �r } `.., a '� '• ♦ • •i ,!. • • ! i ' it ' ! 1 i /i ,. } � , ! •. •. , �• • • .• , • •i ! • ' i OR '- •• a t o a r, k • , s k. .. ♦ .- a r r • t o �' 6 a a d � t °• •r • , r r r� i t r 1 •� 1 r • r . . r 1 e t a t r s s i e w w e A A 1 / e ♦ a e k 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON - EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. kTi .. , ®■� HORIZONTAL: k y _ TYLER Z. LAWSON DATE VERTICAL: d r� �&' r r • • w Le-1 r r ACTIVITIES CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH 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. CONSTRUCTION ITE ACCESS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS /PLATES. CONSTRUCTION VEHICLE A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. EROSION CONTROL EROSION CONTROL MUST 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, NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS 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 UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY, THEY HELP DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. -SITE CONSTRUCTION TE IAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE 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 PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. ATE MANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED A ROUND ALL DUMPSTERS TO DI VER T THE NATURAL STORM -R NOFF.. DUMPSITES SHALL BE C H EC K ED FRE QU ENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN S T RUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAI N CO NTACT WITH ANY TRASH MATERIAL. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, A N D CLEARED VEGETATION CAN BE REC Y CLE D. N ON - RECYCLABLE MATERIALS M US T 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) 714 -1195. FOR INFORMATION 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 GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A. SEWERS - LWD - (760) - 753 -0155 B. GAS & ELECTRIC - SDGE (760) -438 -6200 C. WATER - SAN DIEGUITO WATER DISTRICT -1- 800 - 227 -2600 D. TELEPHONE - SBC BELL - (750) -489 -3411 E. CABLE TV - COX COMMUNICATIONS- (760)- 806 -9809 X -2233 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)- 633 -2770. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION.. PHONE: (760) 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. 2114 1 s o a SI Nt�� DATE i MPERVIOUS AREA REPLACED: 4,716 SQFT EARTHWOR.K-.-DATA STEEPEST EXISTING NATURAL SLOPE ON -SITE = 2 H: 1 V MAXIMUM VERTICAL DEPTH OF CUT 7.0' MAXIMUM VERTICAL HEIGHT OF FILL = 3.5' CUT = 515 CY FILL = 475 CY EXPORT = 40 CY REMEDIAL = 1,500 CY ABBREVIATIONS 130 W JASON STREET, LLC A CALIFORNIA LIMITED LIABILITY COMPANY 3005 S. EL CAMINO REAL SAN CLEMENTE, CA 92672 SITE ADDRESS NOTE: PER SOILS ENGINEER 130 -136 W. JASON STREET RECOMMENDATIONS A MINIMUM ENCINITAS, CA 92024 OF 4' REMOVAL AND APN: 254 -222 -13 -00 RECOMPACTION UNDER AND 5' OUTSIDE OF BUILDING AREAS , 2 2m n 0 � m 2 -10 po n m VICINITY MAP N.T.S ov r Z G), m m t 1, JAIME A. CERROS A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON JANUARY 25, 2016 AND FOR AN UPDATE ON . ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR T PROJECT HAV EEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. SIGNED: R 44 2 ®® E .. 3 N 2 C O HE TIN � EXP. DATE: / 1 . TITLE SHEET 2. GRADING SHEET JOB #:G —/0.9-6 /17 3. SECTIONS SHEET 4. EROSION CONTROL SHEET GEOTECHNICAL EXPLORATION, INC. -1 0 5 SHORING WALL SHEETS 7420 TREADE STREET, SAN DIEGO, CA 92121 PH: (858) 549 -7222 STATEMENT i WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION, THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE I N ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND t� PLANNING AND BUILDING PARKS AND RECREATION ♦ d J r � r r TW=60.4 TWCFG=60.3 (8w=58.8) iir TW=60.9 TWCFG=60.4 (BW=59.0) ♦ i ii ■ • o mom tall- 2-01MANIN, lm�mw RwMmm OMM&M twomm Mismww NFAWAN'" momwom Awifftam mmow gmumvp M14"m t"Awls"O Min" WAR ■ ■ ■ ter �� ', ..%;roa► _ ■ r 3Y MOW OEM mom" ♦ w. ♦ SOON bil m ■ mom= NINON A w rr�J .. s : � - ,.:, . ,. >: ., ., rt ..:, �® � �IrP �:t• ��r,��� ■� r_� ter. ��t' ■ariPr�rl�l� ��� �� � � �:�:. `. � � .._._.:,,was �'.' l :... r �. :: • _: :t, :_: I 1 1 -x .� �,. � a - -. .a �. _ - .. ir... _ �- %. �: _.. • CN • fwl I mm z 0 < A - 0 r) or < (con 06 cr_ Lu W D uw) F )c W 0 z cy) Lo YA WTI YJWP AA A ri i `i low 0 Nip 0", liq K!1224 • I amwl • • • r. 116-1 fly [M RMIMAWAl I FAARkl- 1 4 Oki Ain# k CHANGE NO.1 DESCRIPTION APPROVED' �bylvl BENCHMARK low,& ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING 140- 1 1 DESCRIPTION: 2.5" BRASS DISC "ENC-25" PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: _�aO P - --------- GRADING PLAN FOR- LOCATION: INTERSECT S. EL PORTAL STREET HORIZONTAL: 1 10' 7, DATE: 130-136 W. JASON STREET AND LA MESA AVENUE RECORD FROM: ROS 18416 VERTICAL: R G LAWSON DATE MASIH MAHER R.C.E. NO.: 80356_ f lAA0 APN: 254-222-13-00 ELEVATION: 178.543' A DATUM: NAVD88 a I Doug a o rel I o I - TYLER G LAWSON EXP. 12/31/18 DATE DATE' PLANNING CASE NO: 16-075 TPM/DR/CDP 4 • CN • fwl I mm z 0 < A - 0 r) or < (con 06 cr_ Lu W D uw) F )c W 0 z cy) Lo APPROX LOCA 77ON OF EXIS77NG FENCE TO REMAIN R/W R/W EXIS77NG RETAINING \ WALL TO REMAIN 5.4' 48.5' 26.0' G =69 ®2) w' , , 8' PROP DED BW G ®67.5) ®0' 24.5 1. INSTALL 6 SOLID OD FENCE '\ I PROPOSED STEM PER LANDSCAPE PLANS; SEE - - -' i �YALL PER NOTE THIS SHEET i I + E TO INSTALL 6" PCC CURB do 5.5' 7' 13' EXIS77NG CURB I - -' ACE ARCH1 `IECTURAL PLAN TOP FENCE =69.5 GUTTER PER SDRSD G--2; DASHED LINE DEEPEN CURB AS NECESSARY I TW 03.5 GU R TO i REMAIN ', -_-v i I i TSY =64.4 1�ARiES 1/ARIES CARIES �fARiES 11 is . 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I 1111.. ,y PAVER PARKING PER �" -_. 1111__ ; ` 11.11.__. _. i _. _- f SHEETS 5 -10 I_ _ .€1111.__ .L.. _j -- --_ --_ _ \ .__ _ __.f__..__L.L_1__1111 :_ €... - w :. _.� �.._ {1111\ WALL TO REMAIN DETAIL 77�iS SHEET EXTRA DEPTH F0077NG INSTALL 6" PVC { NSTALL 6'� PVC (TW G =59.2) AS REQUIRED BY SOIL/ STORM DRAIN SEWER LATERAL (BW G -57.7) STRUCTURAL ENGINEER INSTALL 24,5' WIDE PERVIOUS CONSTRUCT MASONRY PAVER DRIVE AISLE PER NOT TO SCALE DETAIL THIS SHEET RETAINING WALL PER NOT TO SCALE DETAIL 2 SHEET 10 PLANNING DEPARTMENT NOTE.- COMBINED RETAINING WALL AND FENCE ALONG EASTERN PL SHALL BE SCREENED BY VEGETA 77 TO THE SA 77SFAC77ON s OF 714E PLANNING & BUILDING DEPARTMENT S �' Foft OF W ` APPROX LOCA 77ON T W 60® 0.5, X a OF EXIS77NG \ TW PER PLAN =TW FG OVERFLOW WEIR V ft FENCE TO REMAIN 5 ®4' 53.5' 1 . ® TW -60.4 EXISTING RETAINING 2 .0 WALL TO REMAIN 2.0' i7tiV G= 678) , , - T 7� 1 ­ T_ \ I I I I (TW=68.3) :,=�: TO W =62.5 " " 1.5 16.5 2.0 1.0 1rY 67,8) ACE INSTALL 6 X 16 INSTALL 6' SOLID W000 _ ' _._ _11.__ _: 1111 1111 ____. ; .1111__ :. _� i 11.11_. PCC FLUSH CURB 1111____ __.__.._ _.._..._.. 1111 _ 1111 1111 -- ..._- i I ° I i- - _. . PROP F C P _ i i - _ 1111__.. I _,1111 .. ;. _ ... -.:" ; 1111... 11.11,_ i '_ I c ! f - r - -, ;, �. _.r - '" , GSED STEM DASHED LINE ENE ER LANDSCAPE �` , 11.11. ; i _. , i 1111 ; - -_ -_ -. ,_�F II - INSTALL 16 i+ DE - � -k. 3 I I - __.__... ; i i i ; _... _ i , ; -_ _ ` i ' 1111 _ ' i i 1 i i ... ,1111 -i `I __ - WALL PER EPRESEN 7S , PLANS, SEE N07E THIS SHEET .. _ . �._ ... 1111... 1. _ ..�_.; . ,_ . _ , 1.- _._._._. _ ' x_.__...__ .. I ., 4.1111__ : _, 1111_ ; I .1111 __w_. �._:.. 1111 , f - ,___._., x_ .� 1111 �1 , I I _7_117 1 9 ARCHITECTURAL PLAN EXISTING GRADE POROUS PAVER 2' -LANDSCAPE CONSTRUCT ADJACENT LP =60.2 CONSTRUCT - - _, 1 i 1 _. 1.5 LANDSCAPE DRIVE AISLE SUFFER MASONRY GRADE MASONRY L - __... I 1 i I_' _ --_� _ BUFFER TAI '__. -' I `' -- CONTSRUCT MASONRY RETAINING WALL 0.8 RETAINING WALL MIN P m RETAINING WALL PER I _ -- 1.2� i.�_ .. I 't ; ..__.:........ - . 111..1 .I. • _ _ .____ _. ...______.__ , i _...._,.._. -... , 1111- ...._.._ 3 > ...__._..__ ' , ' . __.__._._ : 'D . �._. { ; _.__.._..__.. _ 1 .1111._ -1111 i , , . 1111__.„, : • , j 1111 _, __.._... ; ! 1111.__ I ! - - -. ,.__._.... 1111. .1111_ _______. i -. 1111 ! P' i i i( ?: f I {! - ! { 11.11- I i i j i I .. ! _.; _ ;_ DETAIL SHEET 10 1111_ -- ; .._._.__._ 1111._. _. I , I E : , �__ I , _ 1111._._ , , _ 11.11__ -. , ! _ 1111_._ -- , ____.__._�, .1111.1111 _--- �--� -- 1111. , 11.11__ . , i . , :_. _- � j , _ :1111_ ! I I i :. I : I , t � , , I ! � I , i ( _. i _ , i _ 11.11 i I ; -_ -1 I i - _ 1111. I f'' ' , -_ { - -.-_ , : : 1111...- , __. °1111_:.. , __._._..... , 1111_. -- 1 1111 - -1111_ , I ___._._.... , _,_._......._ --__.___.. . --- -- 11.11. 1111._.. , - - - --- . i , i , 1111 ....._.. I , i ! I - - -- - - - -- _ -1111.. _ 1111 .__{ _._._.__._. t-_ ..__. ._._ -1111_.. __._...... 1111. ._ _..........._ _. ._ -. 1111 _ 11.11_ _ __.._._. .: i I ! I I I . _; 11.11.+ Tw 6� 7 ! -- -- - _ - - ! _ -. ! -- - - -- I !i - -- - - _ 1111 -_. - -. - -.. _ -- -- - - - -- - -- ( - _ - -" I 1111_ - - - 1111_ _ - -- - BW 58.4 �� -_ -_ -- I ; _ 11.11... i ; { 1111 -- . 11.11_ i _- 11.11___ _. _ _ ; _ 1111.. I 1111.. _ 11.11 1111- ' _ .1111 ... ': 1111 11.11:.._ , ! i2ji` . _ . 1111 I .-- -.. -.. I ____._._. 1111_ _ /1 .. , .,S i I a k : 1 , j , ___11 __. t I 3 - 3 ____..__. i 111__.1_._.- . 1111_ :1111._ 3 11.11_ -1111: -1111 .. _.. _ ... 1111. - 11.11.. 11,­.1-11-1- -._-.-_...__ ___ .1111 ..._.._.__..... - 1111___, 11,11 . _ 11.11..: ._ I ___'_1. __ �._ 1111_ , ,_ 1111 1111 _ __ _ 1111__ _ _ 1111,E ! \\l \\ � \\ - I l 1 -- I - -� I I - - -_ I - I I I , . - -- ! - - - i ' j - - - - - - --" i - -- - 1111.:. , i 1111_--' __-_. , - _._...__...__ . 1111... - - - - -. , -- - - - --- I __ - - - - -. , _ - - - - -- - - - -- " : -- I I i I - _. �y ~ ... - 1111 I I I 1111_ Ili - - -- E _ t{ ;{ (: I I I I i 1 I I I ; I 1( i i l I i -- _ s I { i 1 �+ ; 7771 I _- ._.._.._. i i 1111_ 1111_._ _._._._.. _ i 1111 - -1111 I _ 1111_._ { I I 1 , ' ` , _ __ ' .._.__ -. 1111_.__ i j , _ NOT Ti.! SCALE i 11.11.1111... , i 11.11_.. _ , • , 1111__._ . -. , ._____ 1111_. 1111 -.--1 1 i i 11.11_ _ ._ -_ , _. _.__.._._ } I _.....__ i 1111 1111..._ . , ; .1111. EX /STING RETAINING i E..... I -_ - -- f I - - -- `` - - -i ? i i_ i i i i - i i k' I - - - - -._ I i i i } 1111 1 ! 4 ____.. I i _ 11 11. _.......... ! , _- _._.__._ _ i i .. i ^. I i : , , i , I : i_ 1111 - i 1111 - - --I I- 1111 i I� _ _ E _ I -_ {.. €.. !. 1117 - -- - - - - -- 1111.._. 11.11.._. .._ - -__. - - -- - - €° . -. -_. . 1111__. , .1111 _ 11.11_ ; .. 1111 . _. s ' - . -_. -. , 11111111.. __._.__._. _.._..__.__ _..___.._, _ _. --: _....___._ _ - - I I - - 1111 _ ._ .. , _ .. 11.11_.. ---- 1 _ .- 11 _ 111_.._ I ' I , I I I : , i , , _ - , 1111... I i - - i WALL TO REMAIN __._._.._?__.:. 1111 11.11..._ 1111_ ' ; ; ; ; T !, ;i:. : i , • : _. -- 1111 .�.._ ; ; 1111_._ .: i _ .....__. , 11.11.. 1111 . _ 1111._ 1111 - , ! _. 1111_.. _A ._ _ . , 1111_ # _� _ i _._...___ ! 1111.__ .. I 1111__.__' 11.11 _ 1111 I '11.11. _ i(. .. I _. ..___.__ i j _.__...._.._ ........_._ „. i ' - - -- I -' - -- ; -- - -- i i , - -1111 (1111..1111_... -- - - - - -- - "' - -- -- " -' - -- - - -- 3 - -. i 1111...- - - - - -- 1111. -_ -- ___._ -. 1111_.._ ..1111_.._ . ..._._ ,.. II _. _ �. _ _.._.. _._..___ m 1111___ _. 1111_._- -- r..:�..,.r,.. __..._ ...._.__. A... _....._.,........_. ` .1111.._ ^1111... t 1 _. _. _........ j ! -1111'- --1111. I i ____..__. I i ___.____ i ` -�._.. i _ _ _ :: ! : I - - - - -1 - _ - - ! - - , - - I -- I - ; 1111_ ___ -- (TIN 8.2) CONSTRUCT PERMAN NT i I I - - E 1111 _ _ _ _ -- , - - - -3 i - _ - _ _ 11.11 -1111_! ,. 1111- - - -I ' , ! V_- ........._ -1 1 _ ! i , , , ! _ I ._E i Y! -_ 11117111_ !.__..... (_. _.i- 1111._.__ : ` _ '_� , E ` `1111. -.-. i (1111_._',_ I y _. j- � i ._ I.... 1111 V i 1111_ . -i 1111. .,.-. ! 1111..,- .,.' " , , , ! : € , .1111._._ i i E s _ 1 111.7 ! 1 _� € i i - ( ( } 1111 `_ y ( i ? ( ; - -- - ' , 1 _. _1111.__ ? E ` -- - w J - y I .. 1111_ 1111_. 11.11 _ ._ _ 11,11..._ . 1111.._.. : _ -- ; _ _ -_ i _. - 1111 -- - -_ 1111 -- ! _ i _ 1111___ i ,,L (. , , - I ' E , ! , , ; , , -- , 1.- - - - - -- I I _ -. - -- I i , ; i ; ._ �_. , i ; 1 i - - - i I - : i I (BW -57.8) 0.5 TW TOP OF WALL SHORING WALL PER I I , _._.___._ € s - - t ( I j i T _.___.... ; i _.____.__ :.1111_._ 1111. _ .._._.._._ ' 1111__ 1111_ EE c ..__...__ _. E 1111.__._ 1111__. _ i E . I "- _. 3 f ' ( 1 v : , i i E i € E , ( : , E I i i i i ! i ? S �- -- i I - , i I ! _.......__. -1111 I - _ E I t- --- -- E I - -- I I ... �_ �,a 1111 ; I ; 1111 .; . ! -1111 _ 1111.._ _. ; i 1111.._.. 1111 ! 1111 -1111, z ! 1111. 1111._. ! ! , ... . _:..___ - -.__i . ,- .` -- .._._. -:.i. .:., ._i.� -.��_ I- ! 1111___.- ; : i .__._..___ i i ) - 1111..__ �_, i. 11.11 I _ _- _ ,1117_ _, ,.. t .._._.,___. i ... 1111_.. _ [►(,j f'� �^j j SHEETS 5 -10 ____.� ___._.__-..- .1111.._ -_ ______ _:__- __._....[.:-- : ":_I._:_._, ' _ " i" 1- -�. 1 1111 -___�. .; '_ _ -_. .'.. ' I ? i i_: .__..._`_I 1 i ..1111. t I 71.11.__ _ I I .__.._._.`11'11... - 1111__._ i 3_._____ -i - .. __l 1111- ..�. -j _ ..._._.I 1111- ._.�' -I.- AT FINIr7(7 ER9 �,i 6�RFA _. 11.11__._ 1111_ -- -11.11_. _._._...._.___ __.__..____ .. 11.11 _1111_., (._.1 __ _, -- - -._ - , \ - \ i i "MIN 1 -- 1111 _\ _ 1111__ _ -.. INSTALL 6" PVC ITS DAYLtHT i .. STORM DRAIN INSTALL 6" PVC BW = BOTTO ' I - _ I.- I I SEWER LATERAL 1.5 1. OF WALL A T -.-- INSTALL 6" PCC CURB d FINISHED GRADE I i _,I GUTTER PER SDRSD G -2 .125P 1 ; ��( {j,�.� NOT TO SCALE DEEPEN CURB AS NECESSARY 8.3?o 8.37 - E � I ­ TO EXTEND BENEATH PAVERS ----�, �---- 5 s, . � • __� 3 E R, 0,5 M1 -. - COVER OVER TF = TOP TYPICAL SEC77ON - F0077NG . OF F007ING NOT TO SCALE - INSTALL LARGE COBBLE OR VEGLTA71ON ON DROUGHT T NT P (rffl) NOT TO SCALE 0 OW EWES TO ENSURE EROSION DOES NOT OCCUR TO THE S471SFAC71ON OF THE 2° HARD 0 MULCHI G CITY INSPECTOR AND ENGINEER OF WORK OR CITY APPROVED EQUIV 6" 16" PCC FLUSH CURB 1.1' 3.0' 1� 18' 1� OR DEEPENED G -1 CURB PROP EXIST . _ PONDN a 1 I I BELGARD MEGA --LAFI TT FG -- 6,3.5 18 C " " GRANA PERVIOUS PAVERS UNIT U ; : -- -- LAYER ENGINEE7Ea sO1L V0/D FILLER -� TO = 64.5 -- E - _ 1111IIN 5 INjIR lNf7iL7RA730N RATE (N ®, 8) AGGREGATE 7E IN 1%0I0 APFROVE D = 3.8 OR D EQUAL Wf TOP OF SLOPE -- - - -- f \\ - MIN. *SEE NOTE BELOW V0J0 COLOR TO ffi QDa_ FG = 63.2 PERWOUS PAVERS ..11. 11. _- , :: E VICTORIAN, DESIGN `4 _- PR s::: ,: , ,. '::::.:.:: ''::. `: • : ..:.:: >:::.. , PER SEPARATE : I j E ; : + -- , , , 2 B P AREA E DETAIL T/IS 1 - - -- ; �. ; Imo_ ; -W_ ; , _ e ! ; . i- 9 . ;_ ..11....11 :, .:..: • .. :......."..:..::. ,1111:. :. • :1111:'. • LAYER OF ::..> w ..: :111.1.," , . -=---- " 1111_ - :. _ , 1111. 1111; •.,, -' --. r::- ..::•.. w • :.':.1:11:1: :1111,;;, :... _ , �i S 1111. .. BEDDING COURSE -2 LANDSCAPE PLAN) i -' ; 1111 .I - FG 61 7 LO iT >, . �c -3 , , i ?_. I , _ .1111_ 1111_ _. '. Z 3 8 GRAVEL 1 i ` I F f ,.. THICK OF TO ? III _` <:. , . - - 1.5 : -1, .:._ 1111,. _ , t t . .< - :. :.:..v.:. ....:..;.:.:';.:�:'.::: < "', ::1111 a _. �' ,i =II _;ICI i = \= alb= \!11- 6 X 16 _ NO ®8 AGGREGATE . a a © 1111 _I I I I I \I I I • 1,,11:1: - _- - = I " ' .: .., . '. 4 - - -- - i ; 1 , . TA 10 +9v 10 18 >,. - .5 LT _ , <:. 1111 ,1111, •...• .. 4 i i ={ I Q j/��(/'.� CURB R .: , i 1111 .. 1111 _ E- F- 111.1.; `.•,. , e : j .:. ; ..<: .. ' \! .1111._; .-•.z `'1111 :. - .. .,.. : ... - -; 1111_.. I ........_- , .. -.. -- , x - 1111. .. _ .:.� . f ! ,t • , -; \_ 1= :. 4 1111 .. .. .. :. . , 11:11.: ;' TC 67 ®, FL 67.0 CHOKER COURSE -4 I .�, ., .'K. .• 1171 , •\ [ f , 1111. .. : : .t. ... ,. . 1. :.-�.. -:11.1: 1 �•.. ,,': `,1::•11:1,,..1, .,. `,. i :1111 „ " INSTALL DEEPENED FOOTING PER , -_; , . _- .... : ..., :.:: THICK K F TO - - C 0 , f V v ,..".....,..,.,- t .., . - :.. :.._- .1111._.....: , .._... ..11,__11. - ._ , ...- ...._.1111..: 1111 . -,.. -. ,. I C , X 16 PCC ; ; , J ARCH PLANS FOOTING EMBEDMENT ti , ! 11.11_._ 11.11. , 11.11.. ,: - . ". N0.57 CRt1SHE0 ROCK I , : I� �I- =I N 41 C R .. ... E , 11.11., f E.... , s 1111.1111 1111 4 :. ... • I ? - fI_ 111,1,-'; :':..',.;.:::,;:.' E I- 1111..:. t i ; , > : ,. :; E .:: : - , , , 1111, -_. ;1111 11.11..__, , __Ir, -.!1111, FLUSH CURB , , , ,.........t ., _ _ , _ ; _ 1111 ; 1111_ " _ _u SHALL BE EXTENDED SO AS TO NOT 1. I 1111.,..; ; MIN. THICK OF € I \ _ 111._.::7 i I -- :.: •,1111 ::. , .::..,,.:_.::.:.. r �C 1- 8 �; i I { ' „1,111,,, J... ` D "•,,., , S .. _ : : , ' I - -- I I .. -, , , , _.�... . : , z� _ 1111_..:, . ..�_,. � : i y, a, � SURCHARGE BMP TO ELEV 60,,3 \ ; : ? ! , -- CRUSHED ROCK ca r t� o c> v -- E I I { , .. - -- -I:_,= 11:11 -- V STA 10-1 -89.09 12 <5 L T \ Wr - _ .1111 I i _ �' ._...) i _- i ;_. _ -► I j_- ; I.�- cv EA ENT FOR RAISED I -- / I'.i 1111 - � _j , PU LiC STREET 1.5 T �67 FL- 71 _ ,j' * BIO N71ON ENGINEERED SOIL" LAYER SHALL BE MINIMUM 18" DEEP PER SOIL SUBGRADE __. _ _ -_ -� -, : _ i _�) I _ � v� p 0 R -5,5' " PCC �.-,•' ! z "<, PLANTAR COUNTY OF SAN DIEGO LOW IMPACT DEVELOPMENT HANDBOOK.- APPENDIX G -- I - II I - -- -� -I - -++ I `` ¢ rr� LO RIGHT-OF-WAY 6 PCB CUR SIDEWALK 1 -- I , _ I ( -- I --- uj PER SDRSD G -1 \ BIORETENTION SOIL MEDIA (BSMj EXAMPLE SPECIFICATION. t I , ( QUO ESSIO ` I -- .- :1111 :: -1- " p NOT TO SCALE � ��� � � �_ PCC C&G PER 6 THICK, 1.5 I+ DE . -�_ J__�_1 RAISED PLANTER AREA (TO PCC OPENING TO �.,_1,_j_ - -I \I -_1--- - \ .1111, \ - .1 BE PRIVATELY MAINTAINED SDRSD G -2 ** 03/4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 6" BUT MAY BE ___._ .I__ . I. "_ . _ .1111 -.'- - c, U) U) i ) CONVEY DRAINAGE DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE DETAIL. NOTE: TC. Co � T- N EXISTING POWER -ALL AGGREGATE' MUST BE CLEANIWASHED AND FREE OF FINES (SAND SILT E ) NQ. 80356 0 , ®`° THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SLED w m W T-' d) POLE TO REMAIN -THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED w E . 12/31/18 x� W L BASED ON CAL�ULA 770IV. TYPICALLY, Y, THE SURFACE AREA OF THE BIORETENTION P I vI �1�''~ ,- BASIN IS 4 OF THE IMPERVIOUS AREA DRAINING TO IT, ALL B1ORETENTION --EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE . `j ` -- STA 10 +81.84 18.5 L T - � CO TC =68.4, NOT TO SCALE PLANTERS TO BE DEPRESSED AT LEAST 6" BELOW ADJACENT FINISHED SURFACE. --NO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED p L FL =67 9 - SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL - SUBDRAIN MAY BE REQUIRED T�� Cl V�" '�° 0 so R =1.5' OF CAS. \� W LO ± STA 10 +81.84 ,v16.0 LT Q_ U) TC ®6 5, FL =68o 0 NOT TO SCALE NOT TO SCALE PASCO bdmKLT oul I LK NOT TO SCALE L ENGINEERING D NI + EV'I 535 North highway 101, Ste A. Solana Beach, CA 92075 ph 858.259.8.212 I % 858.259.4812 ! pleaemginecting.com DESCRIPTION PP AS-BUILT I Y: RA Y: _ H Y: CHANGE NO, SC A ROVED DATE L, INS 1 AL. I T' w IUL 2 rL L DESCRIPTION': 2.5" BRASS DISC "ENC -25" PLAINS PREPARED UNDER SUPERVISION OF RECOMM t7 R M. SECTIONS AND DETAILS FOR. ENDS .3Q LOCATION: INTERSECT S. EL PORTAL STREET HORIZONTAL: NIA - Z - DATE: • 1 3 1 1*01 4 m"" k AND LA MESA AVENUE �� • -A---vl-- YLER G LAWSON DATE MASIH MAHER � � "Z�►f ` t RECORD FROM: ROS 18416 VERTICAL: NIA R.C.E. NO.: 80356 254-222-13-00 ELEVATION: 178.543' ?. 1 � �( S /, i 7 DATUM: NAVD88 TYLER G LAWSON EXP.. 12/31/18 EVIEWER INSR CTOR SENIOR ENGINEER DATE DATE PLANNING CASE NO: 16 -075 TPMIDR /GDP ------------ RUNOFF 1. SET POS7S AND EXCAVATE 4 BY 4 IN (10 BY 10 CM) rpnu 7RENCH UPSLOPE FROM AN ALONG THE LINE OF POS] 2 STAPLE MRE FENCING TO ME POSM NOT • -SCALE TT r: i -i I a I PAVED STREET UNPAVED STREET 10% OR MORE 25' 25'q 18" HIGH MIN 9.9x TO ax 50' 8 MIN SPAC INJ FOR 75 0 (2 BA GS 75' 1 ' HIGH MIN 5.9X TO 4X 100 loo: (2 BAGS 3.9X OR LESS VEHICLE ACCESS 1001 SANDBAGS (TYP) DIREC77ON OF 1 5,9 OF ROADBED K D TH STREET FLOW uj >u< j SANDBAGS (TYP) 8 MIN SPACING FOR VEHICLE ACCESS NOTES 00 SLOPE OF STREET PAVED STREET UNPAVED STREET 10% OR MORE 25' 25'q 18" HIGH MIN 9.9x TO ax 50' 1 " HIGH MIN W' 1 (3 BAGS 7.9X TO 6X 75 0 (2 BA GS 75' 1 ' HIGH MIN 5.9X TO 4X 100 loo: (2 BAGS 3.9X OR LESS 100' 1001 SLOPE OF STREET PAVED STREET UNPAVED STREET 10% OR MORE 25' 25'q 18" HIGH MIN 9.9x TO ax 50' 1 " HIGH MIN W' 1 (3 BAGS 7.9X TO 6X 75 0 (2 BA GS 75' 1 ' HIGH MIN 5.9X TO 4X 100 loo: (2 BAGS 3.9X OR LESS 100' 1001 i 0 -1 f KIM f is -11 w-ft 91 A&M Di a. v 3: 2 191 a m m I r�l zix�i�.rte.rr:znw���.o; 130-136 W. JASON STREET 13134.,G APN: 254-222-13-00 PLANNING CASE NO: 16-075 TPM/DR/CDP r io && 4,Tgr--p .�. c4f r F-111- CAIK-r- woo PfLiesoelLVAll VE S, rw laru%wQ (,*lfM I ^^p PJ A Lc.r,J-r,*lwnlv& No 0 kiLswn& 00- ,-.b4a-osAlVPAl- LOCATION: INTERSECT S. EL PORTAL STREET HORIZONTAL:.l" = 10' f#Amnzt I/ - -4 -,i� o/ y DATE: 2-27-2017 M AND LA ESA AVENUE DATE .5 -e RECORD FROM: ROS 18416 VERTICAL: FV-"-r Q R.C.E. NO.: 61398 M) ELEVATION: 178.543' DATUM: NAVD88 S 9 L.) 2 - UA SERAT SERGIN EXP.: 6-30-2017 REVIEWER EC TOR 7SENIOR ENGINEER I I INSP I ��% � 71vc Rol 1N b ow rA DESCRIPTION ow**- fit C^4 411 • v 1f., N (oa.✓1 T.o.S.N. ELEV TOF OF WALL (T.O.N.) (ELEV PAR CIVIL TYP.) 06 Q �8 09 O Il 12 13 14 /C5 .. ... ... ... ... ... .. . . . ..... ....... ...... - - ------- ................. - - -- . ........ ........ ... ...... . ... .... .......... .. ..... ..... . .......... . ....... ....... ........... ............. ........... PER CIVIL TYf=. cot A4j-r'oy% c)v6fL f4cCAVAllaro-i 1=61IRL 4XA9104 � le E -- com P14 CPT 10 ^j (ftAA0%1e * R*w"ftAfACw--r #5 - fC-&l I&EtovV f4to fLLV.*.Tlorj pee. cat vi I,) ELEv FER CIVIL \ ,TYI=. (01-211 51-011 61-111 61-11 51-011 61-011 61-011 5,1-92" I® !t im-6 510 RETENTION 5A51N 'gal iu AIL CMU NALL AS REQV 7 8E R CIVIL FLAI ,7' SCALE : Ike 1 0 5.0's.N.: INDICATES 50TT OF SHORING NALL ELEVATI012 AS-BUILT BENCHMARK DESCRIPTION: 2.5" BRASS DISC "ENC-25" LOCATION: INTERSECTS. EL PORTAL STREET HORIZONTAL: 1" 10' AND LA MESA AVENUE DATE RECORD FROM: ROS 18416 VERTICAL: ELEVATION: 178.543' DATUM: N1. VD88 W! 3 1 ral F a 9 1 r e I I I I m 510 RETENTION 5A51N 'gal iu AIL CMU NALL AS REQV 7 8E R CIVIL FLAI ,7' CONCRETE NOTES: WATER SHALL CLEAR E FROM DELETERIOUS T OF ACIDS, 04(W) NO 24" MAX. W./ 12" i 2-04(W) 2 W./ Ifou C.M.U. STEM AL IS OR ORGANIC MATERIALS. I. CONCRETE IN ALL WORK SHALL HAVE THE FOLLOWING ULTIMATE U S. COMPRESSIVE STRENGTH AT 28 DAYS EXCEPT AS MODIFIED BY THESE NOTES: �b MR SCH . d 2- '��4CH1 T. A. SL DE (NO . INSP.) I — TYP. (U.O.N.) (TYPE I OR R CEMENT FOR EXTENT FOR OF DEPRESSIONS, CU , AND RAMPS. B. FOOTINGS 2W PSI RET WALLS 4 FIRE WALLS) I 10. 04(H) 0 32, MAX .- C. WALLS P51 TYP. (U.O.N.) — TYPICAL INTERIOR D. $WAFT a SOLDIER PILES 3wo PSI (TYPE II OR V CEMENT) a an C.M.U. SLOPED T R DI E. GRADE 15EAMS ( 'S) PSI (TYPE I OR U CEMENT) EMBEDMENT _ I TS F. CAISSONS P51 (TYPE 11 OR V CEMENT) SLUMPS: TI-#E MAXIMUM SLUMP SHALL NOT EXCEED 4" FOR FOOTINGS, PL (BY OTHERS) WHE O R R FR 04(H) CONT. 2. LIG44T i T CONCRETE SHALL BE AIR ENTRAINED AND HAVE A DENSITY FIRST COURSE - T SIZE Ire. TANiNC WALLS DETAL THiS 115 PCF MAXIMUM AND 100 PCF MINI 2 -04(H) CONT. -TYP (U.O.N.) 0 EA. 3. COMPRESSIVE STRENGTH TEST REPORTS SHALL BE SUBMITTED TO T STEM TW, CHA . ENGINEER WHEN CONCRETE REWIRES SPECIAL INSPECTION.(SPEC. INSP. WILL ° BE REMIRED FOR ALL CONC. Wi'C GREATER THAN 2500 PSI.) --� 4. CEMENT SHALL C47,FORM TO ASTM C -ISO, TYPE 1 OR TYPE If. 04 C4NT.0 4- ✓. GATES FOR NORMAL WEIG44T CONCRETE SHALL C47WOW TO ASTM MIN. NOOK EMOM PER SOW. C -33. AGGREGATE FOR LIGHT WEIGHT CONCRETE SHALL CONFORM TO Fi T COURSE Co . READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM C- -SI, t�- DESCRIPTION 1. ADMIXTURES MAY BE USED WITH T14E PRIOR APPROVAL THE INEER. NO SLEEVES OR C-44ASES SHALL. BE PLACED IN BEAMS, SLAft OR WALLS ADMIXTURE (COMPLYING WITH ASTM 154) USED TO INCREASE THE .9 DESIGNED D Y; WORKABILITY OF THE CONCRETE SHALL NOT BE CONSIDERED TO REDUCE THE �b SE D i TER AR SPECIFIED MINIMUM CEMENT T. (CALCIUM CA4LORIDE S ALL NOT BE D) EXCEPT AS SHOWN ON PLANS. CONTRACTOR SHALL OBTAIN PRIOR APPROVAL S. WATER SHALL CLEAR E FROM DELETERIOUS T OF ACIDS, 04(W) NO 24" MAX. W./ 12" i 2-04(W) 2 W./ Ifou C.M.U. STEM AL IS OR ORGANIC MATERIALS. S. REFER TO ARCHITECTURAL I MOLDS, GROOVES, �b MR SCH . d ORNAMENTS, CLIPS UNDS REQUIRED TO BE CAST INTO CONCRETE AND EXTENT FOR OF DEPRESSIONS, CU , AND RAMPS. SSI� I 10. DOWELS BETWEEN FOOTINGS AND WALLS SHALL BE THE SAME SIZE, GRADE .- (MIN.) (MIN.) S PROFILE AS STEPPED D FOOTING WHERE APPLICABLE. TYPICAL C E' TYPICAL INTERIOR TYPICAL TYPICAL C R INTERIOR AINNO SPACING AS VERTICAL HALL I I . (U.O.N.). SLOPED T R DI TYPICAL SPLICE EMBEDMENT _ I TS 11. SLUMPS: TI-#E MAXIMUM SLUMP SHALL NOT EXCEED 4" FOR FOOTINGS, PL (BY OTHERS) WHE O R R FR NO. 1 8 AR 2 SL EARTH M C 5" OTHER CONCRETE. T SIZE Ire. TANiNC WALLS DETAL THiS Fla DURING TU S A50VE W F, MAXI OF ro" SLUMP IS PERMISS15LE . REINF. BAR BEND, SPLICE ° SkMET. TYP. WOW THIS SECTION WIT14 4PSIW. ISAR SEIN0, SPLICEE E DETAIL" ! t PROVIDED THE MIX DESIGN IS %ASED ACCORDIWGLY BY THE TESTING 2:1 MAX. 04 C4NT.0 4- LABORATORY. SL IN CE WITH T TEST MIN. NOOK EMOM PER SOW. Fi T COURSE SL UMP" OF: PORTLAND CEMENT CONCRETE ASTM C143. a t�- DESCRIPTION 12. NO SLEEVES OR C-44ASES SHALL. BE PLACED IN BEAMS, SLAft OR WALLS .9 DESIGNED D Y; D RA WN BY . �b SE D i TER AR DIVISION EXCEPT AS SHOWN ON PLANS. CONTRACTOR SHALL OBTAIN PRIOR APPROVAL i tL �a FOR INSTALLATION Y ADDITIONAL SLEEVES OR CH S. NO CONDUIT R $ 3d b 02 TO DESCRIPTION: 2.5" BRASS DISC "ENC -25" ALL BE PLACED IN THE CONCRETE T I OVER STEEL DECKING. , ECOMME D e � V , F. MASONRY b FOR 03 TO *I1 ® OWL. NOTES 13. SLEE PL I IN C TE LS SL DATE: 2 -27 -2017 �` �� d 21 13134.,G PLACING CONCRETE. BEND REINFORCEMENT AROUND SLEEVES. d ' -O" MIN. TO DAYLIGHT RECORD FROM: ROS 18416 VERTICAL: IA d0% 12+A + P1i 1/ /4 sRtAA 14- ,enePS AM ^I 1'd. ^ 4w 6m A4.A." 12 2 1 ! I AN I —1,_ . .. - VERIFY W./ SOILS PORT MASIH MAHER` ,,�; f71/( PER a . , m - - 4ftMAS. OR 4ftMAS. 1 m MiN. ?t � a � f BA VERTICALLY 4 MIX MKT..) __j LAP R IN C1b" MIN. MIX PLAN UP DOWN) 4woir. N�_ 00 V (�) MIN / 0 �j /000 f a i 3" \ ADD'L IBARS AT CL v WALL FOOTING FOUNDATION STEPS :. - Z�0951 r A s f. _ . DETAIL IMILJOWMAL Cm CONTROL J' 401 OP P'ICPI. 4 c1b `- �b MR SCH . d SSI� R .- (MIN.) (MIN.) S PROFILE AS STEPPED D FOOTING WHERE APPLICABLE. TYPICAL C E' TYPICAL INTERIOR TYPICAL TYPICAL C R INTERIOR 1 �. �,gp � d � � TYPICAL SPLICE EMBEDMENT _ I TS TYPICAL L SECTION(S) "GENIERAL T. mi TS of E I Y � � R R FR NO. 1 8 T SIZE Ire. TANiNC WALLS DETAL THiS Fla . REINF. BAR BEND, SPLICE AND ANCHORAGE DETAIL SkMET. TYP. WOW THIS SECTION WIT14 4PSIW. ISAR SEIN0, SPLICEE E DETAIL" ! t STRUCTURAL ENGINEERS, L.LP 14288 Danielson Street m Suite #260 No Poway, CA 92064 -8819 {858) 679 -8989 o WWW. HTKSE.COM ® Fax (858) 679 -8959 es 0 3 4- MIN. NOOK EMOM PER SOW. a t�- DESCRIPTION APPROVED DATE .9 DESIGNED D Y; D RA WN BY . �b SE D i TER AR DIVISION �a aaaaaasg R $ 3d b 02 TO DESCRIPTION: 2.5" BRASS DISC "ENC -25" , ECOMME D e � V , -41 b FOR 03 TO *I1 OWL. LOCATION: INTERSECTS. EL PORTAL STREET AND LA MESA AVENUE HORIZONTAL: 1" = 101 ° PER a . , m - - 4ftMAS. OR 4ftMAS. 1 m MiN. ?t � a � f BA VERTICALLY 4 MIX MKT..) __j LAP R IN C1b" MIN. MIX PLAN UP DOWN) 4woir. N�_ 00 V (�) MIN / 0 �j /000 f a i 3" \ ADD'L IBARS AT CL v WALL FOOTING FOUNDATION STEPS :. - Z�0951 r A s f. _ . DETAIL IMILJOWMAL Cm CONTROL J' 401 ADDN'L. RER1 F- TO FOLLOW s . IU.O.N.i SSI� 4 1 1/2 DIA. 1 1/2 MIN. CL. FOR PARALLEL #> MIN. FTG. DEPTH a (B ED + 30) E SCHEDULE A MIN. (MIN.) (MIN.) S PROFILE AS STEPPED D FOOTING WHERE APPLICABLE. TYPICAL C E' TYPICAL INTERIOR TYPICAL TYPICAL C R INTERIOR 1 �. �,gp � d � � TYPICAL SPLICE EMBEDMENT _ I TS TYPICAL L SECTION(S) "GENIERAL T. mi TS of E I Y � � � NO. 1 8 T SIZE Ire. TANiNC WALLS DETAL THiS . REINF. BAR BEND, SPLICE AND ANCHORAGE DETAIL SkMET. TYP. WOW THIS SECTION WIT14 4PSIW. ISAR SEIN0, SPLICEE E DETAIL" ! t STRUCTURAL ENGINEERS, L.LP 14288 Danielson Street m Suite #260 No Poway, CA 92064 -8819 {858) 679 -8989 o WWW. HTKSE.COM ® Fax (858) 679 -8959 es 0 3 4- a CHANGE N O. DESCRIPTION APPROVED DATE AS-BUILT DESIGNED D Y; D RA WN BY . CHECKED BY. DIVISION DESCRIPTION: 2.5" BRASS DISC "ENC -25" PLANS PREPARED UNDER SUPERVISION OF ECOMME D e � V , SHORING & RETAINING LOCATION: INTERSECTS. EL PORTAL STREET AND LA MESA AVENUE HORIZONTAL: 1" = 101 �'° / DATE: 2 -27 -2017 �` �� WALL PLANS FOR: _1 JASON STREET 13134.,G RECORD FROM: ROS 18416 VERTICAL: DATE / R.C.E. NO.: 61398 MASIH MAHER` ,,�; f71/( H APN: 254-222-13-00 ELEVATION: 178.543' DATUM: NAVD88 REVIEWER INSPECTOR SENIOR ENGINEER SER T SERGIN ESP ; 6- 3 ® -2fl17 DATE DATE PLANNING CASE NO: 16 -075 TPM /DR/CDP SHEET 9 OF 10